SHIMLA JAL PRABANDHAN NIGAM LTD. DETAILED PROJECT REPORT€¦ · Detailed Project Report Design &...

SHIMLA JAL PRABANDHAN NIGAM LTD.

DETAILED PROJECT REPORT

Hydraulic Design & Network modelling for Shimla Water Supply

Volume 6 - Estimates

SEPTEMBER 26, 2019

AURANGABAD, MAHARASHTRA, INDIA

Areas

Water and Waste Water

Solid Waste Management

Roads and highways

Urban infrastructure

Project management

Services

Feasibility Studies

Detailed Project Report

Design & Detail Engineering

Hydraulic Modelling

Water Audit and Leak Detection Studies

Construction Supervision

Head Office “Sai Complex”

Plot No. 72, Flat No. 05, New SBH Colony, Shahanoorwadi,

Aurangabad – 431005.

Recapitulation Sheet

S.N. Sub work Cost in Lacs Page no

1 Distribution System 42768.00 1 to 110

2 Pumping Manis 5651.00 111 to 224

3 Transmission Mains 7208.00 225 to 326

Total 55627.00

DISTRIBUTION SYSTEM

ESTIMATE

Shimla Jal Prabandhan Nigam Limited Cost Estimate

Sr. No. Description Cost (in Rs. Lakh)

1

Providing and Laying of Pipes, Specials, Valves, Meters for

Distribution System (GI Pipes (Heavy) 80 mm to 150 mm -

285.573 Km and MSERW Fe 410 Pipes 206.5 mm to 388.8

mm - 34.14 Km )

8900.00

2

Civil Works for Distribution System (GI Pipes (Heavy) 80 mm to

150 mm - 285.573 Km and MSERW Fe 410 Pipes 206.5 mm to

388.8 mm - 34.14 Km )

7578.00

3

Construction of Reservoirs of various capacities (Capacity

Enhancement capacity of 30 existing and 11 newly proposed

Reservoirs)

2474.00

4 Acquisition of Land for various Reservoirs 1910.00

5 Plantation 200.00

6 Staff Quarters at 11 Newly Pproposed Reservoirs 336.00

7 SCADA (Cloud Based) System 154.00

8House Service Connection, AMR Consumer Meter and Direct

Acting PRV14044.00

9Operation and Maintenance of the Distribution System for 15

years5926.00

41522.00

1246.00

42768.00Total Gross Cost


Client : Shimla Jal Prabandhan Nigam Limited

Total Net Cost

Add 3% for Contingencies

Recapitulation Sheet for Distribution System

World Bank Program

Yash Innovative Solutions LLP

Aurangabad, Maharashtra

Executive Engineer

SJPNLPage No.1


Sr. No. Description Qty. Unit Rate in Rs. Amount in Rs.

1

Providing and Laying in trenches Galvanised mild steel pipe of following description conforming to I.S 1239/2000 Heavy

class, jointing all fitting , bends, Tees, Collars, Tappers etc.including hydraullic testing of pipes as per direction of Engineer

in charge etc all complete

Galvanized Iron Pipes (Heavy class)

80 mm 204369.00 Rmt 1005.48 205488521.00

As per Rate Analysis -1

100 mm 31083.00 Rmt 1402.08 43580777.00


150 mm 50121.00 Rmt 2079.89 104246299.00


2Providing & laying in trenches MS ERW Pipelines of given dia conforming to IS: 3589-2001,steel grade Fe 410 with wall

thickness , weight per meter, flanges as described in analysis

206.5 mm dia 6.3 mm thk 21412.00 RMT 3676.43 78719719.00


260.4 mm dia 6.3 mm thk 5643.00 RMT 4601.77 25967788.00


309.7 mm dia 7.1 mm thk 6620.00 RMT 5985.01 39620766.00


339.6 mm dia 8 mm thk 163.00 RMT 7172.32 1169088.00


388.8 mm dia 8.8 mm thk 302.00 RMT 8788.15 2654021.00




Providing and Laying of Pipes, Specials, Valves, Meters for Distribution System (GI Pipes (Heavy) 80 mm to 150 mm - 285.573 Km and MSERW Fe 410 Pipes 206.5 mm to 388.8 mm -

34.14 Km )

Abstract

World Bank Program



Executive Engineer

SJPNLPage No.2



3 Providing, Suppying, fixing Specials such as Tee, Bend, Reducer, Tailpiece, etc.

GI Specials 20% Job 353315597 70663119.00

MS Specials 20% Job 148131382 29626276.00

4

Providing, Suppying, fixing Electronically controlled valves with inbuilt hydraulic controller, communication, data logger,

standby battery. With inbuilt communication the controller can send the data directly to SCADA system. No RTU,

Communication moden, external battery is required. for Flow Control Valves

As per rate anlysis- 32

100 mm dia 2.00 No. 214053.18 428106.00

150 mm dia 21.00 No. 259659.71 5452854.00

200 mm dia 29.00 No. 361152.92 10473435.00

250 mm dia 10.00 No. 464510.07 4645101.00

300 mm dia 25.00 No. 514163.76 12854094.00

350 mm dia 2.00 No. 659106.23 1318212.00

400 mm dia 1.00 No. 889566.13 889566.00

5

Providing, Suppying, fixing Electronically controlled valves with inbuilt hydraulic controller, communication, data logger,

standby battery. With inbuilt communication the controller can send the data directly to SCADA system. No RTU,

Communication moden, external battery is required. for Pressure Reducing Valves


80 mm dia 266.00 No. 209734.73 55789439.00

100 mm dia 103.00 No. 214053.18 22047478.00

150 mm dia 141.00 No. 259659.71 36612019.00

200 mm dia 51.00 No. 361152.92 18418799.00

250 mm dia 12.00 No. 464510.07 5574121.00

300 mm dia 6.00 No. 514163.76 3084983.00

350 mm dia 0.00 No. 659106.23 0.00

400 mm dia 3.00 No. 889566.13 2668698.00



Executive Engineer

SJPNLPage No.3



6 Providing, fixing, testing, commissioning Ductile Iron, Resilient (Soft Seated), Glandless, Sluice Valve of Non Rising

spindle type. The Valve will be WRAS approved. Valve will be fully protected from corrosion by electro-statically applying

epoxy coating of minimum 250 microns. The Valve will have 'O' ring, gland sealing & pocket less body passage for

unobstructed flow and debris free bottom. Body, Bonnet, Gland will be in Ductile Iron grade GGG50 / SGI 500-7, Lower

grade shall not be supplied. Spindle shall be of SS : 420/304. The gland ('O' Ring) section will be of Ductile Iron, Tamper

resistant and will be separate unit from bonnet housing. Brass/GM/Bronze Glands shall not be accepted. The spindle nut

will be housed separately in Wedge Groove and will not be encapsulated with EPDM Wedge. The valve shall have

Dust/Ingression resistant washer at spindle top. The spindle, spindle nut, O rings shall be interchangeable design. The

flanges shall be drilled as per IS: 1538 & the face to face shall confirm to IS: 14846. The Valve will be suitable for PN 1.6

Pressure Ratings.

Body, Bonnet, Gland - Ductile Iron DIN:1693 Gr. GGG - 50.

Wedge Nut - Brass BS:2874 Gr. CZ122

Stem - Stainless Steel AISI : 420/304

Gasket - Rubber EPDM

O-Ring - Rubber NBR

Dust Wiper - Rubber NBR

Hand Wheel - Carbon Steel

Hex Bolt, Washer, In Hex Bolt - Carbon Steel (Galvanized)

Wedge - Ductile Iron + Vulcanized Rubber DIN:1693 Gr. GGG - 50 Vulcanized with EPDM. for Isolation Valve


80 mm dia 352.00 No. 38346.81 13498079.00

100 mm dia 141.00 No. 42300.52 5964374.00

150 mm dia 348.00 No. 51688.96 17987757.00

200 mm dia 101.00 No. 81696.12 8251308.00

250 mm dia 8.00 No. 98157.36 785259.00

300 mm dia 41.00 No. 128438.40 5265974.00

350 mm dia 0.00 No. 51920.00 0.00

400 mm dia 1.00 No. 279070.00 279070.00



Executive Engineer

SJPNLPage No.4



7 Providing, fixing, testing, commissioning Ductile Iron, Resilient (Soft Seated), Glandless, Sluice Valve of Non Rising

spindle type. The Valve will be WRAS approved. Valve will be fully protected from corrosion by electro-statically applying

epoxy coating of minimum 250 microns. The Valve will have 'O' ring, gland sealing & pocket less body passage for

unobstructed flow and debris free bottom. Body, Bonnet, Gland will be in Ductile Iron grade GGG50 / SGI 500-7, Lower

grade shall not be supplied. Spindle shall be of SS : 420/304. The gland ('O' Ring) section will be of Ductile Iron, Tamper

resistant and will be separate unit from bonnet housing. Brass/GM/Bronze Glands shall not be accepted. The spindle nut

will be housed separately in Wedge Groove and will not be encapsulated with EPDM Wedge. The valve shall have

Dust/Ingression resistant washer at spindle top. The spindle, spindle nut, O rings shall be interchangeable design. The

flanges shall be drilled as per IS: 1538 & the face to face shall confirm to IS: 14846. The Valve will be suitable for PN 1.6

Pressure Ratings.





O-Ring - Rubber NBR




Wedge - Ductile Iron + Vulcanized Rubber DIN:1693 Gr. GGG - 50 Vulcanized with EPDM. for Scour Valve


80 mm dia 234.00 No. 38346.81 8973154.00

100 mm dia 8.00 No. 42300.52 338404.00

150 mm dia 6.00 No. 51688.96 310134.00

200 mm dia 1.00 No. 81696.12 81696.00



Executive Engineer

SJPNLPage No.5



8

Manufacturing, Testing and Supplying Ductile Iron, Tamper Proof, Single chamber, High Performance, Umbrella Sealing

Arc design, Full port (Equal Size inlet & outlets), Kinetic Air Release valve, for High Discharge, Venting, and Anti Vacuum

Function. The Inlet & Outlet parts of Air Valves should be equal to or larger than the area of the nominal valve size to

provide full flow area through the valve. The Valve will be supplies with DI Resilient Seated Isolating Sluice Valve of PN

1.6 Rating. The Valve shall be WRAS Approved. Body & top Cover will be in Ductile Iron Grade GGG-50 or SGI 500/7.

Lower grade shall not be supplied. The Ball, Ball Cage and Umbrella sealing arc will be in SS: 304. The Valve will be

suitable for PN 1.6 Pressure Ratings. All the top cover fasteners shall be of L & Key type with weather proof PV cap,

moisture & ingression resistant. The Sealing Arc shall be guided at top and shall be capable of sealing at 0.2 kg/cm2.

Valve will be fully protected from corrosion by electro-statically applying epoxy coating of minimum 250 microns. The

flanges shall be drilled as per IS: 1538. The Cage, Ball, Arc, Gaskets, all will be interchangeable.

AIR VALVE

Body, Bonnet - Ductile Iron DIN:1693 Gr. GGG - 50.

Float, Guide Barrel - Stainless Steel - ASTM A 276 Type - 304

Seat - Nitrile Rubber

Sealing Arc, Bolt, Small Nozzle - Stainless Steel - ASTM A 276 Type - 304

O-Ring - Rubber NBR/EPDM

Nozzle, Buffer - Rubber EPDM

ISOLATING SLUICE VALVE





O-Ring - Rubber NBR




Wedge - Ductile Iron + Vulcanized Rubber DIN:1693 Gr. GGG - 50 Vulcanized with EPDM.


25 mm dia (Rates not avialable Hence rates of 50 mm are taken, Valve shall also be of 50 mm) 2.00 No. 37630.32 75261.00

50 mm dia 60.00 No. 37630.32 2257819.00

80 mm dia 2.00 No. 58814.98 117630.00



Executive Engineer

SJPNLPage No.6



9

Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-

0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter

surge arrestor, cable suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including

the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36

months guarantee etc complete, as may be required at site & based on technical specifications


100 mm dia 2.00 No. 127257.22 254514.00

150 mm dia 21.00 No. 137188.22 2880953.00

200 mm dia 30.00 No. 162429.12 4872874.00

250 mm dia 10.00 No. 179509.51 1795095.00

300 mm dia 25.00 No. 205886.16 5147154.00

350 mm dia 2.00 No. 284731.88 569464.00

400 mm dia 1.00 No. 323360.36 323360.00

10

Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with following technical

parameters at Raw Water Pump House and Interfacing with PLC panel including Mounting arrangement.

Output 4-20 mA

Power supply - 24V DC ext.

Display - 4" LED

Accuracy - +/- 0.1 % of full scale or better

Enclosure- IP 67

640.00 No. 43679.00 27954559.00


Total Net Cost 889977171.00



Executive Engineer

SJPNLPage No.7


No. L B D

Providing and Laying in trenches Galvanised mild steel pipe of following description conforming to I.S

1239/2000 Heavy class, jointing all fitting , bends, Tees, Collars, Tappers etc.including hydraullic testing

of pipes as per direction of Engineer in charge etc all complete


80 mm 204369 204369.00 Rmt

100 mm 31083 31083.00 Rmt

150 mm 50121 50121.00 Rmt

Providing & laying in trenches MS ERW Pipelines of given dia conforming to IS: 3589-2001,steel grade

Fe 410 with wall thickness , weight per meter, flanges as described in analysis

206.5 mm dia 6.3 mm thk 21412 21412.00 Rmt

260.4 mm dia 6.3 mm thk 5643 5643.00 Rmt

309.7 mm dia 7.1 mm thk 6620 6620.00 Rmt

339.6 mm dia 8 mm thk 163 163.00 Rmt

388.8 mm dia 8.8 mm thk 302 302.00 Rmt


GI Specials 20% Job

MS Specials 20% Job

4 Providing, Suppying, fixing Electronically controlled valves with inbuilt hydraulic controller,

communication, data logger, standby battery. With inbuilt communication the controller can send the data

directly to SCADA system. No RTU, Communication moden, external battery is required. for Flow

Control Valves

100 mm dia 2 2.00 No.

150 mm dia 21 21.00 No.

200 mm dia 29 29.00 No.

Unit

1



Providing and Laying of Pipes, Specials, Valves, Meters for Distribution System (GI Pipes (Heavy) 80 mm to 150 mm - 285.573 Km and MSERW Fe 410 Pipes 206.5

mm to 388.8 mm - 34.14 Km )

Measurement Sheet

World Bank Program

2

Sr.

No.Description

MeasurementsQty.



Executive Engineer

SJPNLPage No.8


No. L B DUnit

Sr.

No.Description

MeasurementsQty.

250 mm dia 10 10.00 No.

300 mm dia 25 25.00 No.

350 mm dia 2 2.00 No.

400 mm dia 1 1.00 No.



directly to SCADA system. No RTU, Communication moden, external battery is required. for Pressure

Reducing Valves

80 mm dia 266 266.00 No.

100 mm dia 103 103.00 No.

150 mm dia 141 141.00 No.

200 mm dia 51 51.00 No.

250 mm dia 12 12.00 No.

300 mm dia 6 6.00 No.

350 mm dia 0 0.00 No.

400 mm dia 3 3.00 No.



Executive Engineer

SJPNLPage No.9


No. L B DUnit

Sr.

No.Description

MeasurementsQty.

6 Providing, fixing, testing, commissioning Ductile Iron, Resilient (Soft Seated), Glandless, Sluice Valve of

Non Rising spindle type. The Valve will be WRAS approved. Valve will be fully protected from corrosion

by electro-statically applying epoxy coating of minimum 250 microns. The Valve will have 'O' ring, gland

sealing & pocket less body passage for unobstructed flow and debris free bottom. Body, Bonnet, Gland

will be in Ductile Iron grade GGG50 / SGI 500-7, Lower grade shall not be supplied. Spindle shall be of

SS : 420/304. The gland ('O' Ring) section will be of Ductile Iron, Tamper resistant and will be separate

unit from bonnet housing. Brass/GM/Bronze Glands shall not be accepted. The spindle nut will be

housed separately in Wedge Groove and will not be encapsulated with EPDM Wedge. The valve shall

have Dust/Ingression resistant washer at spindle top. The spindle, spindle nut, O rings shall be

interchangeable design. The flanges shall be drilled as per IS: 1538 & the face to face shall confirm to IS:

14846. The Valve will be suitable for PN 1.6 Pressure Ratings.





O-Ring - Rubber NBR




Wedge - Ductile Iron + Vulcanized Rubber DIN:1693 Gr. GGG - 50 Vulcanized with EPDM. for Isolation

Valve

80 mm dia 352 352.00 No.

100 mm dia 141 141.00 No.

150 mm dia 348 348.00 No.

200 mm dia 101 101.00 No.

250 mm dia 8 8.00 No.

300 mm dia 41 41.00 No.

350 mm dia 0 0.00 No.

400 mm dia 1 1.00 No.



Executive Engineer

SJPNLPage No.10


No. L B DUnit

Sr.

No.Description

MeasurementsQty.
















O-Ring - Rubber NBR




Wedge - Ductile Iron + Vulcanized Rubber DIN:1693 Gr. GGG - 50 Vulcanized with EPDM. for Scour

Valve

80 mm dia 234 234.00 No.

100 mm dia 8 8.00 No.

150 mm dia 6 6.00 No.

200 mm dia 1 1.00 No.



Executive Engineer

SJPNLPage No.11


No. L B DUnit

Sr.

No.Description

MeasurementsQty.

8 Manufacturing, Testing and Supplying Ductile Iron, Tamper Proof, Single chamber, High Performance,

Umbrella Sealing Arc design, Full port (Equal Size inlet & outlets), Kinetic Air Release valve, for High

Discharge, Venting, and Anti Vacuum Function. The Inlet & Outlet parts of Air Valves should be equal to

or larger than the area of the nominal valve size to provide full flow area through the valve. The Valve will

be supplies with DI Resilient Seated Isolating Sluice Valve of PN 1.6 Rating. The Valve shall be WRAS

Approved. Body & top Cover will be in Ductile Iron Grade GGG-50 or SGI 500/7. Lower grade shall not

be supplied. The Ball, Ball Cage and Umbrella sealing arc will be in SS: 304. The Valve will be suitable

for PN 1.6 Pressure Ratings. All the top cover fasteners shall be of L & Key type with weather proof PV

cap, moisture & ingression resistant. The Sealing Arc shall be guided at top and shall be capable of

sealing at 0.2 kg/cm2. Valve will be fully protected from corrosion by electro-statically applying epoxy

coating of minimum 250 microns. The flanges shall be drilled as per IS: 1538. The Cage, Ball, Arc,

Gaskets, all will be interchangeable.

AIR VALVE












O-Ring - Rubber NBR





25 mm dia (Rates not avialable Hence rates of 50 mm are taken, Valve shall also be of 50 mm) 2 2.00 No.

50 mm dia 60 60.00 No.

80 mm dia 2 2.00 No.



Executive Engineer

SJPNLPage No.12


No. L B DUnit

Sr.

No.Description

MeasurementsQty.

9 Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water

with accuracy +/-0.5% of measured value & protection as per given specifications for size 100 mm-

1000mm including sensor, transmitter surge arrestor, cable suitable size for 25 mtrs built in GSM ( with

Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow

meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete,

as may be required at site & based on technical specifications

100 mm dia 2 2.00 No.

150 mm dia 21 21.00 No.

200 mm dia 30 30.00 No.

250 mm dia 10 10.00 No.

300 mm dia 25 25.00 No.

350 mm dia 2 2.00 No.

400 mm dia 1 1.00 No.

10

Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with

following technical parameters at Raw Water Pump House and Interfacing with PLC panel including

Mounting arrangement.

Output 4-20 mA


Display - 4" LED


Enclosure- IP 67

640 640.00 No.



Executive Engineer

SJPNLPage No.13



1

Excavation in foundations, trenches etc., in earth work, lift upto 1.5m stacking

the soil not more than 3 meters clear from the edge of the excavation and then

returning the stacked soil in 15cm layers, when required into the plinths sides of

foundations etc., consolidating each deposited layer by ramming and watering

and then disposing of all surplus excavated earth as directed within a lead of 20

meters

139509.85 Cum 547.71 76410649.00


Constructing chambers with C.I surface box 100mm top dia & 180mm deep

(inside) with chained lid & RCC Walls and slab 1:1.5:3 (M20), 230mm thick and

100mm thick PCC 1:2:4 (M15) finished with a floating coat of neat cement

including curing complete

a) 600mmx600mmx750mm inside size with 200 mm thick RCC Wall 1172.00 No. 18681.03 21894168.00


b) 900mmx900mmx750mm inside size with 200 mm thick RCC Wall 749.00 No. 27116.61 20310337.00


c) 1200mmx1200mmx750mm inside size with 200 mm thick RCC Wall 137.00 No. 36851.71 5048685.00


World Bank Program

Civil Works for Distribution System (GI Pipes (Heavy) 80 mm to 150 mm - 285.573 Km and MSERW Fe 410 Pipes 206.5 mm to 388.8 mm - 34.14

Km )

Abstract

2




Executive Engineer

SJPNLPage No.14




d) 1500mmx1500mmx750mm inside size with 200 mm thick RCC Wall 10.00 No. 47886.35 478864.00


3Providing and constructing Anchor blocks/Thrust blocks for the pipeline

(Considering 30 blocks per km)9582.00 No. 27077.27 259454383.00


4 Road Restoration including road permission charges (80% of total length) 255770.40 Sqm 1400.00 358078560.00


5 Utility Shifting For pipe laying of given length in Km 319.71 Km 50397.60 16112768.00





Executive Engineer

SJPNLPage No.15


No. L B D

1

Excavation in foundations, trenches etc., in earth work, lift upto 1.5m

stacking the soil not more than 3 meters clear from the edge of the

excavation and then returning the stacked soil in 15cm layers, when

required into the plinths sides of foundations etc., consolidating each

deposited layer by ramming and watering and then disposing of all surplus

excavated earth as directed within a lead of 20 meters

For Galvanized Iron Pipes (Heavy class)

80 mm 204369 0.70 0.60 85834.98 Cum

100 mm 31083 0.70 0.60 13054.86 Cum

150 mm 50121 0.75 0.60 22554.45 Cum

For MSERW Pipes

206.5 mm dia 6.3 mm thk 21412 0.80 0.60 10277.76 Cum

260.4 mm dia 6.3 mm thk 5643 0.85 0.60 2877.93 Cum

309.7 mm dia 7.1 mm thk 6620 0.90 0.75 4468.50 Cum

339.6 mm dia 8 mm thk 163 0.95 0.90 139.37 Cum

388.8 mm dia 8.8 mm thk 302 1.00 1.00 302.00 Cum


World Bank Program

Civil Works for Distribution System (GI Pipes (Heavy) 80 mm to 150 mm - 285.573 Km and MSERW Fe 410 Pipes 206.5 mm to 388.8 mm - 34.14

Km )

Measurement Sheet

Sr. No. DescriptionMeasurements

Qty. Unit




Executive Engineer

SJPNLPage No.16


No. L B DSr. No. Description

MeasurementsQty. Unit

2

Constructing chambers with C.I surface box 100mm top dia & 180mm

deep (inside) with chained lid & RCC Walls and slab 1:1.5:3 (M20), 230mm

thick and 100mm thick PCC 1:2:4 (M15) finished with a floating coat of

neat cement including curing complete

a) 600mmx600mmx750mm inside size with 200 mm thick RCC Wall 1172 1172.00 No.

b) 900mmx900mmx750mm inside size with 200 mm thick RCC Wall 749 749.00 No.

c) 1200mmx1200mmx750mm inside size with 200 mm thick RCC Wall 137 137.00 No.

d) 1500mmx1500mmx750mm inside size with 200 mm thick RCC Wall 10 10.00 No.

3 Providing and constructing Anchor blocks/Thrust blocks for the pipeline

(Considering 30 blocks per km)9582 9582.00 No.

4 Road Restoration including road permission charges (80% of total length) 1 255770.4 1 255770.40 Sqm

5 Utility Shifting For pipe laying of given length in Km 319.713 319.713 Km



Executive Engineer

SJPNLPage No.17



1

Designing, providing, constructing, testing and commissioning of reservoirs of

required capacity including excavation, foundation, RCC works, reinforcement,

all type of acceessories, provding and erecting all pipes and valves alongwith

required specials , hydraulic testing , epoxy painting externally and foodgrade

epoxy painting internally, leveliing the plot, backfilling, constrcution of compound

wall in RCC framed structure and Brickwork, plaster, painting, providing erecting

gate of required size, including all leads and lifts at various places in Shimla as

directed by Engineer-In-Charge

Capacity Enhancement of existing Tanks

Corner House 244.00 Cum 10000.00 2440000.00

Totu 1797.00 Cum 10000.00 17970000.00

Kelestone 1 509.00 Cum 10000.00 5090000.00

Fingask_2 506.00 Cum 10000.00 5060000.00

Tutikandi_2 713.00 Cum 10000.00 7130000.00

Advance_Study_Steel_Tank 437.00 Cum 10000.00 4370000.00

Chakkar/Sandal 739.00 Cum 10000.00 7390000.00

Kamnadevi_Temple 713.00 Cum 10000.00 7130000.00

Tara_Hall 1131.00 Cum 10000.00 11310000.00

Phagali 413.00 Cum 10000.00 4130000.00


World Bank Program

Construction of Reservoirs of various capacities (Capacity Enhancement capacity of 30 existing and 11 newly proposed Reservoirs)

Abstract




Executive Engineer

SJPNLPage No.18



Mains_Field1 604.00 Cum 10000.00 6040000.00

Shivpuri 362.00 Cum 10000.00 3620000.00

Khalini_Forest_Steel_Tank 731.00 Cum 10000.00 7310000.00

SDA_Complex 291.00 Cum 10000.00 2910000.00

New_Shimla_Sector3A 142.00 Cum 10000.00 1420000.00

New_Shimla_Sector4 298.00 Cum 10000.00 2980000.00

Dhingodevi1 1056.00 Cum 10000.00 10560000.00

Dhingodevi2 113.00 Cum 10000.00 1130000.00

Mashobra 1.00 Cum 10000.00 10000.00

Dhalli_WTP1_Sump 220.00 Cum 10000.00 2200000.00

Dhalli_WTP2_Sump 367.00 Cum 10000.00 3670000.00

Sackrala 407.00 Cum 10000.00 4070000.00

Basant_Vihar 462.00 Cum 10000.00 4620000.00

Vikasnagar 340.00 Cum 10000.00 3400000.00

IAS_Colony2 128.00 Cum 10000.00 1280000.00

HP_PWD_Near_Kusumpti 849.00 Cum 10000.00 8490000.00

Jakhu 2003.00 Cum 10000.00 20030000.00

North_Oak_1 227.00 Cum 10000.00 2270000.00

New Tanks

Z7_Tutikandi_3 565.00 Cum 10000.00 5650000.00

Z6_Baluganj_Harinagar 1005.00 Cum 10000.00 10050000.00

Z4_New1 393.00 Cum 10000.00 3930000.00

Z3_Knolls_Wood 1272.00 Cum 10000.00 12720000.00

Z8_Dhingo5 1272.00 Cum 10000.00 12720000.00

Z5_Dhingodevi4 884.00 Cum 10000.00 8840000.00

Z1_Dhingodevi3 501.00 Cum 10000.00 5010000.00

Z11_Sargeen_Chowk 10.00 Cum 10000.00 100000.00

Z10_Tibti_Panthaghati 565.00 Cum 10000.00 5650000.00



Executive Engineer

SJPNLPage No.19



Z2_Jakhu2 1901.00 Cum 10000.00 19010000.00

Z9_Shoghi 565.00 Cum 10000.00 5650000.00




Executive Engineer

SJPNLPage No.20



1 Acquisition of land for Varoius Reservoirs in Shimla

Capacity Enhancement of existing Tanks

Corner House 225

Old Housing Board 225

Totu 625

Kelestone 1 324

Fingask_2 400

Tutikandi_2 625

Advance_Study_Steel_Tank 400

Chakkar/Sandal 324

Kamnadevi_Temple 400

Tara_Hall 441

Phagali 400

Summer hill bazar 256

Mains_Field1 324

Shivpuri 324

Khalini_Forest_Steel_Tank 441

SDA_Complex 225

New_Shimla_Sector3A 225

New_Shimla_Sector4 225

Dhingodevi1 441

Dhingodevi2 225

Dhalli_WTP1_Sump 324

Dhalli_WTP2_Sump 400


Acquisition of Land for various Reservoirs

ABSTRACT OF COST

World Bank Program




Executive Engineer

SJPNLPage No.21



Sackrala 324

Basant_Vihar 400

Vikasnagar 324

IAS_Colony2 225

HP_PWD_Near_Kusumpti 441

Jakhu 625

North_Oak_1 225

New Tanks

Z7_Tutikandi_3 400

Z6_Baluganj_Harinagar 625

Z4_New1 324

Z3_Knolls_Wood 729

Z8_Dhingo5 729

Z5_Dhingodevi4 625

Z1_Dhingodevi3 400

Z11_Sargeen_Chowk 100

Z10_Tibti_Panthaghati 400

Z2_Jakhu2 1024

Z9_Shoghi 400

Total area 16119 Sqm 11850.00 191010150.00

Net Amount 191010150.00



Executive Engineer

SJPNLPage No.22



1 Plantation in forest land/ cost of trees etc.

L.SLS 20000000.00

Net Amount 20000000.00

Plantation

ABSTRACT OF COST


World Bank Program




Executive Engineer

SJPNLPage No.23


Sr. No. Description Qty Rate Unit Amount

1 Construction of staff quarters Type-I,II & III. At New Reservoir 100 sqm

x 11 reservoirs

1100 30545 Per Sqm. 33599500.00

As per PWD, Himachal Pradesh rates for plinth area for buildings of

area more than 500 sqm is 24436 in 2014 and increased by 25% for

5years.

33599500.00

Staff Quarters at 11 Newly Pproposed Reservoirs

ABSTRACT OF COST

Total Rs. In Lac.


World Bank Program




Executive Engineer

SJPNLPage No.24



1

Supply, Installation, Commissioning, Testing, Terminating & Interfacing

Software Design to PLC and commissioning of SCADA software with

required hard tags plus 25% extra and with unlimited soft Tags & life time

licence Development version 1.00 Nos 450000 450000

2Developing/programming charges to install the software as per logic

defined by the dept. 1.00 Nos 250000 250000

3

Supply, Installation, Testing, Terminating & Interfacing Centralised

Historian Server grade Historian PC with Window 7 or latest window

operating system & Historian software development cost etc. complete

1.00 Nos 85000 85000

4Supply, Installation, Testing, Terminating & Interfacing Secondary

Computer Station Secondary computer station etc. 1.00 Nos 65000 65000

5Supply, Installation, Testing, Intgeration & Commissioning of 46" LCD

monitor at Conf. Room for display of total water system (Online) 1.00 Nos 98000 98000

6

Supplying and erecting window model mounted type room Air-Conditioner

3 star 230/250 V 50 cycles single phase A.C.supply 2 TRcapacity complete

with gas R410A/R32 at position in provided recess with wooden frame as

per specification No.AP-AC/WAC 1.00 Nos 45000 45000


World Bank Program

SCADA (Cloud Based) System

Abstract




Executive Engineer

SJPNLPage No.25



7Power Supply From Electrcity Department at each location of PRV and

FCV and Reservoirs735.00 Job 10000.00 7350000.00

8 Power Cable from Supply point to PRV/FCV and allied works 735.00 Job 5000.00 3675000.00

9

Designing, Supplying, Installing, commissioning & testing of Ultrasonic

level transmitter CE marked with following technical parameters and

Interfacing with PLC panel including Mounting accessories.

63 Jobs 53125.842 3346928.00




Executive Engineer

SJPNLPage No.26



1

Providing, Supplying, Installing and Commissioing of House Service

Connection including all material and labour such as GI pipe 10 m, GI

union, tee, bends, etc. brass ferrule, ball valve, chamber with surface box

for meter, trenching, refilling, etc. as directed by Engineer-in-charge


15 mm dia 52250.00 No 5026.32 262625220.00

20 mm dia 1650.00 No 5570.03 9190554.00

25 mm dia 1100.00 No 6096.74 6706409.00

2

Providing, installing and giving satisfactory field testing of domestic battery

operated ultrasonic AMR water meters with no measurement of air along

with manufacturing test certificate and guarantee certificate with battery life

of minimum 10 years with GSM / RF technology for communication to

server with PC software including 36 months guarantee, etc. complete.


15 mm dia 52250.00 No 10363.23 541478872.00

20 mm dia 1650.00 No 11302.98 18649924.00

25 mm dia 1100.00 No 13179.89 14497881.00

3Providing, fixing Direct acting PRV for each house service connection

including all materail and labour as directed by Engineer-in-charge


World Bank Program


House Service Connection, AMR Consumer Meter and Direct Acting PRV

Abstract



Executive Engineer

SJPNLPage No.27




15 mm dia 52250.00 No 9718.13 507772084.00

20 mm dia 1650.00 No 14250.74 23513724.00

25 mm dia 1100.00 No 18136.95 19950649.00




Executive Engineer

SJPNLPage No.28



1 Providing staff for the operation and Maintenance of distribution system

1 Fitter for 10 to 15 km of Dist System as per CPHEEO manual

2 Helper for 10 to 15 km of Dist System as per CPHEEO manual

1 Watchman for each ESR as per CPHEEO manual

Total length of network in three zone is 320 Km

For Years 2021 to 2035

2021 1.00 Job 18208128.00 18208128.00

2022 1.00 Job 19488636.00 19488636.00

2023 1.00 Job 20859588.00 20859588.00

2024 1.00 Job 22326276.00 22326276.00

2025 1.00 Job 23895660.00 23895660.00

2026 1.00 Job 25576476.00 25576476.00

2027 1.00 Job 27375720.00 27375720.00

2028 1.00 Job 29300496.00 29300496.00

2029 1.00 Job 31361244.00 31361244.00

2030 1.00 Job 33566772.00 33566772.00

2031 1.00 Job 35927592.00 35927592.00

2032 1.00 Job 38454252.00 38454252.00

2033 1.00 Job 41159040.00 41159040.00


World Bank Program

Operation and Maintenance of the Distribution System for 15 years

Abstract




Executive Engineer

SJPNLPage No.29



2034 1.00 Job 44054244.00 44054244.00

2035 1.00 Job 47153928.00 47153928.00

2Maintenance and repairs of distribution system including all material and

labour required.

2021 1.00 Job 6204975.00 6204975.00

2022 1.00 Job 6515223.75 6515224.00

2023 1.00 Job 6840984.94 6840985.00

2024 1.00 Job 7183034.18 7183034.00

2025 1.00 Job 7542185.89 7542186.00

2026 1.00 Job 7919295.19 7919295.00

2027 1.00 Job 8315259.95 8315260.00

2028 1.00 Job 8731022.95 8731023.00

2029 1.00 Job 9167574.09 9167574.00

2030 1.00 Job 9625952.80 9625953.00

2031 1.00 Job 10107250.44 10107250.00

2032 1.00 Job 10612612.96 10612613.00

2033 1.00 Job 11143243.61 11143244.00

2034 1.00 Job 11700405.79 11700406.00

2035 1.00 Job 12285426.08 12285426.00




Executive Engineer

SJPNLPage No.30

Shimla Jal Prabandhan Nigam Limited Rate Analysis

Name of work :- Providing Water Supply for Shimla town.

Cement/Steel/G.I Pipe

Dhalli Store (IPH)

6 K.M. 0.5 K.M.

By Mech Transport By Head load Site of work

Sand Deothi Solan

60 K.M. 0.5 K.M.


Aggrigate below 40 mm size

115 K.M 0.5 K.M.

Punchakula By Mech Transport By Head load Site of work

Aggrigate above 40 mm size

115 K.M 0.5 K.M.


Steel/wood/Frame/Shuttering and Shutter

6 K.M 0.5 K.M.

Shimla By Mech Transport By Head load Site of work

Brick/MSERW Pipe/GI

130 K.M 0 K.M.

Chandigarh By Mech Transport By Head load Site of work

Flanges

6 K.M. 0.5 K.M.

Local By Mech Transport By Head load Site of work

Certified that lead is taken as per actual ,shortest and feasible as well as

economical route by all means.

Lead Statement

LEAD CHART


World Bank Program




Executive Engineer

SJPNLPage No.31


1) Cement from IPH 2) STEEL:

LEAD : By Mech. 6 Km. LEAD : By Mech. 6 Km.

By Head : 0.5 Km. By Head : 0.5 Km.

1 By Mech. 1 By Mech.

1 Km. 0 103.5 0.00 1 Km. 0 103.50 0.00

2 Km. 0 119.49 0.00 2 Km. 0 119.49 0.00

3 Km. 0 135.32 0.00 3 Km. 0 135.32 0.00

4 Km. 0 150.70 0.00 4 Km. 0 150.70 0.00

5 Km. 1 165.35 165.35 5 Km. 1 165.35 165.35

5- 10 Km. 1 13.56 13.56 5- 10 Km. 1 13.56 13.56

10-20 Km. 0 11.32 0.00 10-20 Km. 0 11.32 0.00

Beyond 20 Km. 0 9.51 0.00 Beyond 20 Km. 0 9.51 0.00

TOTAL : 178.91 TOTAL : 178.91

2 By Head load 2 By Head load

1st. 1 Km. 0 431.84 0.00 1st. 1 Km. 0 911.43 0.00

1st. 100 Mtr 1 68.60 68.60 1st. 100 Mtr 1 144.81 144.81

Bey:1 Km.Per 1/2Km. 0 215.92 0.00 Bey:1 Km.Per 1/2Km. 0 455.72 0.00

Bey:100 Mtr Per 50 Mtr 8 20.18 161.44 Bey:100 Mtr Per 50 Mtr 8 42.59 340.72

Total : 230.04 Total : 485.53

3) Sand: 4)




1 Km. 0 155.25 0.00 1 Km. 0 155.25 0.00

2 Km. 0 179.24 0.00 2 Km. 0 179.24 0.00

3 Km. 0 202.98 0.00 3 Km. 0 202.98 0.00

4 Km. 0 226.05 0.00 4 Km. 0 226.05 0.00

5 Km. 1 248.03 248.03 5 Km. 1 248.03 248.03

5- 10 Km. 5 20.34 101.70 5- 10 Km. 5 20.34 101.70

10-20 Km. 10 16.98 169.80 10-20Km 10 16.98 169.80


TOTAL : 1090.33 TOTAL : 1875.18

CARRIAGE OF MATERIALS

Stone aggregate below

40mm.:



Executive Engineer

SJPNLPage No.32



1st. 1 Km. 0 732.74 0.00 1st. 1 Km. 0 732.74 0.00

1st. 100 Mtr 1 116.42 116.42 1st. 100 Mtr 1 116.42 116.42


Bey:100 Mtr Per 50 Mtr 8 34.24 273.92 Bey:100 Mtr Per 50 Mtr 8 34.24 273.92Total : 390.34 Total : 390.34

5) 6)



1 By Mech. Nos. Rate/ Km. 1 By Mech.

1 Km. 0 168.02 0.00 1 Km. 0 155.25 0.00

2 Km. 0 193.98 0.00 2 Km. 0 179.24 0.00

3 Km. 0 219.67 0.00 3 Km. 0 202.98 0.00

4 Km. 0 244.64 0.00 4 Km. 0 226.05 0.00

5 Km. 1 268.43 268.43 5 Km. 1 248.03 248.03

5- 10 Km. 5 22.01 110.05 5- 10 Km. 1 20.34 20.34

10-20 Km. 10 18.38 183.80 10-20 Km. 0 16.98 0.00


TOTAL : 2029.08 TOTAL : 268.37


1st. 1 Km. 0 792.22 0.00 1st. 1 Km. 0 585.93 0.00

1st. 100 Mtr 1 125.86 125.86 1st. 100 Mtr 1 93.09 93.09



Total : 422.02 Total : 312.13

7) 7.1)

By Mech. 136 Km. By Mech. 136 Km.



1 Km. 0 103.5 0.00 1 Km. 0 103.5 0.00

Stone aggregate 40mm and

above:

Timber(Local wood for

shuttering)and Shutter

GI Pipe below 100mm dia

:GI Pipe below 100mm dia :

LEAD From Chandigarh :LEAD From IPH Store :



Executive Engineer

SJPNLPage No.33


2 Km. 0 119.49 0.00 2 Km. 0 119.49 0.00

3 Km. 0 135.32 0.00 3 Km. 0 135.32 0.00

4 Km. 0 150.70 0.00 4 Km. 0 150.70 0.00

5 Km. 1 165.35 165.35 5 Km. 1 165.35 165.35

5- 10 Km. 5 13.56 67.80 5- 10 Km. 5 13.56 67.80

10-20 Km. 10 11.32 113.20 10-20 Km. 10 11.32 113.20


TOTAL : 1449.51 TOTAL : 1449.51


1st. 1 Km. 0 535.00 0.00 1st. 1 Km. 0 535.00 0.00

1st. 100 Mtr 1 85.00 85.00 1st. 100 Mtr 1 85.00 85.00



Total : 285.00 Total : 285.00

8) 9)




1 Km. 0 706.97 0.00 1 Km. 0 964.05 0.00

2 Km. 0 816.21 0.00 2 Km. 0 1113.02 0.00

3 Km. 0 924.31 0.00 3 Km. 0 1260.42 0.00

4 Km. 0 1029.37 0.00 4 Km. 0 1403.69 0.00

5 Km. 1 1129.45 1129.45 5 Km. 1 1540.16 1540.16

5- 10 Km. 5 92.62 463.10 5- 10 Km. 5 126.30 631.50

10-20 Km. 10 77.34 773.40 10-20 Km. 10 105.46 1054.60


TOTAL : 9901.31 TOTAL : 13502.70


1st. 1 Km. 0 3057.20 0.00 1st. 1 Km. 0 5373.33 0.00

1st. 100 Mtr 1 485.72 485.72 1st. 100 Mtr 1 853.71 853.71



MSERW Pipe 200 mm dia :

MSERW Pipe 250 mm dia

:

LEAD (From Chandigarh to

IPH and IPH to Site) :

LEAD (From Chandigarh

to IPH and IPH to Site) :



Executive Engineer

SJPNLPage No.34


Total : 1628.60 Total : 2862.43

10) 11)




1 Km. 0 1247.59 0.00 1 Km. 0 1767.42 0.00

2 Km. 0 1440.37 0.00 2 Km. 0 2040.53 0.00

3 Km. 0 1631.13 0.00 3 Km. 0 2310.77 0.00

4 Km. 0 1816.54 0.00 4 Km. 0 2573.43 0.00

5 Km. 1 1993.15 1993.15 5 Km. 1 2823.63 2823.63

5- 10 Km. 5 163.45 817.25 5- 10 Km. 5 231.56 1157.80

10-20 Km. 10 136.48 1364.80 10-20 Km. 10 193.35 1933.50


TOTAL : 17473.44 TOTAL : 24754.49


1st. 1 Km. 0 6724.09 0.00 1st. 1 Km. 0 9613.31 0.00

1st. 100 Mtr 1 1068.31 1068.31 1st. 100 Mtr 1 1527.35 1527.35



Total : 3581.99 Total : 5121.11

12) Flange / Sluice Valve 13) Bricks: Per 1000.Nos.

By Mech. 136 LEAD : By Mech. 130 Km.

By Head : 0.5 By Head : 0 Km.


1 Km. 0 103.50 0.00 1 Km. 0 388.13 0.00

2 Km. 0 119.49 0.00 2 Km. 0 448.10 0.00

3 Km. 0 135.32 0.00 3 Km. 0 507.45 0.00

4 Km. 0 150.70 0.00 4 Km. 0 565.13 0.00

5 Km. 1 165.35 165.35 5 Km. 1 620.07 620.07

5- 10 Km. 5 13.56 67.80 5- 10 Km. 5 50.85 254.25

(Assumed as

locallyavailable) LEAD :

MSERW Pipe 350 mm dia

:



LEAD (From Chandigarh to

IPH and IPH to Site) :




Executive Engineer

SJPNLPage No.35


10-20 Km. 10 11.32 113.20 10-20 Km. 10 42.46 424.60


TOTAL : 346.35 TOTAL : 5222.62


1st. 1 Km. 0 911.43 0.00 1st. 1 Km. 0 1367.88 0.00

1st. 100 Mtr 1 144.81 144.81 1st. 100 Mtr 0 217.32 0.00



Total : 144.81 Total : 0.00



Executive Engineer

SJPNLPage No.36


Sr.

No.RATE UNIT

1 AGGREGATE 40 MM 550.00 /CUM



4 CEMENT 5120.00 /MT

5 SAND 650.00 /CUM

6 FINE SAND (FILTER MEDIA) 650.00 /CUM

7 M.R. TOR STEEL 4500.00 /QTL.

8 DRILLING EQUIPEMENT 3600.00 /DAY

9 SAFETY COILS 30.00 /COIL

10 DETONATORS 300.00 /100 Nos.

11 SPECIAL GELATINE 75.00 KG

12 STONE 500.00 /CUM

13 THROUGH BOUND STONE 1000.00 /100

14 MS ANGLE/ MS STRAPS 5000.00 /QTL.

15 WELDING CHARGES 4.00 /CMT.

16 WELDING CHARGES WITH GENERATOR SET 5.00 /CMT.

17 MS BOLTS 22 mm 5975.00 /QTL.

18 MS FLAT 5000.00 /QTL.

19 BOULDER/HARD STONE/PLUM 450.00 /CUM

20 CAST IRON M/H 90.00 /KG

21 BRICKS (I st Class) 4500.00 /1000

22 BRICKS II nd

Class) 4000.00 /1000

23 WHITE CEMENT 21500.00 /MT

24 Bitumen/Mexphalt 80/100 34500.00 /MT

25 KEROSENE OIL 14.00 /LTS.

26 DISEIL 56.00 /LTS.

27 M.OIL 285.00 /LTS.

28 FUEL WOOD 5.00 /KG

29 HIRING CHARGES OF TRUCK ( M.R.) 2500.00 /DAY

30 HIRE CHARGES OF PUMP 500.00 /DAY

31 HESSIAN CLOTH 25.00 /SQMT.

32 22mm RIVETS 6975.00 / QTL.

33 LIME(UNSLAKED) 1000.00 / QTL.

34 M.S.PLATES 4500.00 / QTL.

35 R.S.JOISTS 5000.00 / QTL.

36 C.I.RUNGS 40.00 /KG

37 ENAMELLED PAINT(OTHER THAN WHITE) 200.00 / LTS.

38 KAIL WOOD (Ist CLASS) 44500.00 /CUM

39 KAIL WOOD (IInd CLASS) 33830.00 /CUM

40 CHIL WOOD (Ist CLASS) 18100.00 /CUM

41 CHIL WOOD (IInd CLASS) 15800.00 /CUM

42 DEODAR WOOD 45200.00 /CUM

43 SAW CHARGES OF SLEEPERS TO PLANKS 700.00 /CUM

44 SAW CHARGES OF SLEEPERS TO BATTENS 500.00 /CUM

45 WOODEN BALLIES OF KAIL 125.00 /RMT.

46 WIRE GAUGE 250.00 /SQMT.

47 CI VENT PIPE 1.80 Mtr.Long 750.00 /EACH

48 Barbed Wire 56.68 Per Kg. (RC)

** BASIC RATE **

Name of work:- Hydraulic Design & Network Modelling for Shimla Water Supply

DESCRIPTION OF ITEM



Executive Engineer

SJPNLPage No.37


Sr.

No.RATE UNITDESCRIPTION OF ITEM

49 Ready Mixed Paint (other than white) 150.00 /ltr

50 Ready Mixed Paint (Pink Primer) 200.00 /ltr

51 Ready Mixed Red Mixed Paint 150.00 /ltr

52 Sliding Door Bolt (250 x 16 mm) 95.00 Each

53 Sliding Door Bolt (200X16 mm) 65.00 Each

54 Tower Bolt (Barrel Type 250 x 10 mm 35.00 Each




58 Dry DisTamper 65.00 Kg

59 Oil Bound DisTamper 125.00 /ltr

60 Handles 100 mm 20.00 Each


62 SFRC Man Hole Cover 1700.00 Each

63 Terrazo Tiles 900.00 /SQMT.

64 Pink Makrana Marble 20 mm thick 1200.00 /SQMT.

64 Glass Strips 10.00 /Mtr.

65 Mild Steel Screws 40 mm 40.00 /Cent

66 Mild Steel Screws 25 mm 30.00 /10 nos


68 Cement Paint 250.00 /ltr

69 Wood Perservative(Oil TYpe) 180.00 /ltr

70 Glass 2 mm to 3 mm 375.00 /Mtr

71 Iron Hinges ( 100 x 30 x 19 mm ) 25.00 /Cent


74 Ceramic Tile (153 x 152 x 6 mm) 750.00 /Sqm

82 C.G.I.SHEET 0.63 mm THICK 8000.00 /MT

83 P.G.I. SHEET 6000.00 /MT

84 800.00 /Cent

85 MS Flange of all tables 64.00 /KG

86 70.00 /KG

87 73.00 /KG

88 1373.00 /Meter

89 1703.00 /Meter

90 2318.00 /Meter

91 2880.00 /Meter

92 0.00 /Meter

93 4350.00 /Meter

94 0.00 /Meter

95 6140.00 /Meter

96 100 MM 105.00 EACH

97 150 MM 124.00 EACH

98 200 MM 171.00 EACH

99 250MM 295.00 EACH

100 300 MM 390.00 EACH

101 350 MM 703.00 EACH

102 400 MM 798.00 EACH

103 450 MM 1121.00 EACH

Rubber Gasket EPDM

DI PIPE 400 MM DIA Including frieght charges Upto Kalka






API Pipes (IS/ISO:3183-2007) Gr, X

- 42 , 600 mm diaDI PIPE 150 MM DIA Including frieght charges Upto Kalka


60 mm Thick Precast Interlocked Paver Blocks


- 42 450 mm dia



Executive Engineer

SJPNLPage No.38


Sr.


104 500 MM 1350.00 EACH

105 Plastic Steps 166.00 EACH

(B)

Rate i/c P/H Basic Rate Unit

88 FITTER (G-I) 292.00 252.00 /DAY

89 FITTER (G-II) 292.00 252.00 /DAY

90 MASON(G-1) 292.00 252.00 /DAY

91 MASON(G-II) 292.00 252.00 /DAY

92 PAINTER(G-I) 292.00 252.00 /DAY

93 PAINTER(G-II) 265.00 225.00 /DAY

94 BLACK SMITH (G-I) 292.00 252.00 /DAY

95 BLACK SMITH (G-II) 292.00 252.00 /DAY

96 CARPENTER G-I 292.00 252.00 /DAY

97 CARPENTER G-II 292.00 252.00 /DAY

98 BELDAR 250.00 210.00 /DAY

99 BHISTI 250.00 210.00 /DAY

100 MATE 250.00 210.00 /DAY

101 STONE DRESSER 250.00 210.00 /DAY

102 BHANDHANI 250.00 210.00 /DAY

103 DRILLER 250.00 210.00 /DAY

104 STONE CHISLER 250.00 210.00 /DAY

105 WHITE WASHER 265.00 210.00 /DAY

106 PUMP OPERATOR 262.00 252.00 /DAY

107 BLASTER 250.00 210.00 /DAY

108 Electrician 371.00 300.00 /DAY

109 BELDAR SKILLED 292.00 252.00 /DAY

RATE OF LABOUR AS APPLICABLE IN DEPTT. Vide Govt. notification No.FIN - ( PR ) B ( 7) -

33/2010 dt. 07-04-2017

Designation

Certified that above rates of materials are the lowest one pervailing markets rates & rates of

labour have been taken as applicable in this Department as per latest notification as issued by the Govt.



Executive Engineer

SJPNLPage No.39


56.00 285.00 250.00 2500.00

1 2 3 4 5 6 7 8 9 10 11 12 13 14

1 12.00 5.65 17.30 5.77 323.12 0.22 62.70 1500.00 2500.00 4385.82 776.25

2 12.75 5.12 26.48 8.83 494.48 0.33 94.05 1500.00 2500.00 4588.53 896.20 119.95

3 13.12 4.69 34.14 11.38 637.28 0.43 122.55 1500.00 2500.00 4759.83 1014.89 118.69

4 13.50 4.34 40.72 13.57 759.92 0.51 145.35 1500.00 2500.00 4905.27 1130.25 115.36

5 13.88 4.06 46.60 15.53 869.68 0.58 165.30 1500.00 2500.00 5034.98 1240.14 109.89

6 14.25 3.82 51.84 17.28 967.68 0.65 185.25 1500.00 2500.00 5152.93 1348.93 108.79

7 14.63 3.62 56.68 18.89 1057.84 0.71 202.35 1500.00 2500.00 5260.19 1453.09 104.16

8 15.10 3.46 61.36 20.45 1145.20 0.77 219.45 1500.00 2500.00 5364.65 1550.48 97.39

9 15.38 3.31 65.58 21.86 1224.16 0.82 233.70 1500.00 2500.00 5457.86 1648.90 98.42

10 15.75 3.17 69.40 23.13 1295.28 0.87 247.95 1500.00 2500.00 5543.23 1748.65 99.75 101.70

11 16.13 3.06 73.32 24.44 1368.64 0.92 262.20 1500.00 2500.00 5630.84 1840.14 91.49

12 16.50 2.96 77.04 25.68 1438.08 0.96 273.60 1500.00 2500.00 5711.68 1929.62 89.48

13 16.88 2.87 80.62 26.87 1504.72 1.01 287.85 1500.00 2500.00 5792.57 2018.32 88.70

14 17.25 2.78 83.84 27.95 1565.20 1.05 299.25 1500.00 2500.00 5864.45 2109.51 91.19

15 17.63 2.71 87.30 29.10 1629.60 1.09 310.65 1500.00 2500.00 5940.25 2191.97 82.46

16 18.00 2.64 90.48 30.16 1688.96 1.13 322.05 1500.00 2500.00 6011.01 2276.90 84.93

17 18.38 2.58 93.72 31.24 1749.44 1.18 336.30 1500.00 2500.00 6085.74 2358.81 81.91

18 18.75 2.52 96.72 32.24 1805.44 1.21 344.85 1500.00 2500.00 6150.29 2440.59 81.78

19 19.13 2.47 99.86 33.29 1864.24 1.25 356.25 1500.00 2500.00 6220.49 2518.42 77.83

20 19.50 2.42 102.80 34.27 1919.12 1.29 367.65 1500.00 2500.00 6286.77 2597.84 79.42 84.92

21 19.88 2.38 105.96 35.32 1977.92 1.32 376.20 1500.00 2500.00 6354.12 2669.80 71.96

22 20.25 2.34 108.96 36.32 2033.92 1.36 387.60 1500.00 2500.00 6421.52 2744.24 74.44

23 20.63 2.30 111.80 37.27 2087.12 1.40 399.00 1500.00 2500.00 6486.12 2820.05 75.81

24 21.00 2.26 114.48 38.16 2136.96 1.43 407.55 1500.00 2500.00 6544.51 2895.80 75.75

25 21.38 2.23 117.50 39.17 2193.52 1.48 421.80 1500.00 2500.00 6615.32 2966.51 70.71

26 21.75 2.20 120.40 40.13 2247.28 1.51 430.35 1500.00 2500.00 6677.63 3035.29 68.78

27 22.13 2.17 123.18 41.06 2299.36 1.54 438.90 1500.00 2500.00 6738.26 3105.19 69.90

28 22.50 2.14 125.84 41.95 2349.20 1.57 447.45 1500.00 2500.00 6796.65 3176.00 70.81

29 22.88 2.11 128.38 42.79 2396.24 1.60 456.00 1500.00 2500.00 6852.24 3247.51 71.51

30 23.25 2.09 131.40 43.80 2452.80 1.64 467.40 1500.00 2500.00 6920.20 3311.10 63.59 71.33

CARRIAGE OF MATERIAL BY MECHANICAL TRANSPORT Sl.No.

Lead

inK.M

.(L)

Average speed Km/hour(s) No.of Trips

No.

No.of Km.

done

2NL+6

Litre of

diesel

consumed

Litre of

Diesel @

per Ltr.

Litres of

M.Oil

consumed

Cost of

M.Oil @

per litre

Cost of 6

Beldar @

per day

Hire

Charges

of Truck

@ per day

Total

cost

Col.No6+

8+9+10

Cost per

trip

Increase

in Cost

per Km

over

previous

Km.

Average

cost per

additional

Km.after

five Km.



Executive Engineer

SJPNLPage No.40


776.25 896.20 1014.89 1130.25 1240.14 101.70 84.92

1 2 3 4 5 6 7 8 9 10 11 12

1 Lime, moorum , building rubish. 6 cu.m 6.00 1 cu.m 129.38 149.37 169.15 188.38 206.69 16.95 14.15

2 Earth work. 6 cu.m 4.80 1 cu.m 161.72 186.71 211.44 235.47 258.36 21.19 17.69

3 Manure or sludge 6 cu.m 5.52 1 cu.m 140.63 162.36 183.86 204.76 224.66 18.42 15.38

4 Excavated rock. 6 cu.m 3.00 1 cu.m 258.75 298.73 338.30 376.75 413.38 33.90 28.31

5 Sand,stone agg. below 40mm 5 cu.m 5.00 1 cu.m 155.25 179.24 202.98 226.05 248.03 20.34 16.98

6 Stone agg.40mm & above,build.

Stones.

5 cu.m 4.62 1 cu.m 168.02 193.98 219.67 244.64 268.43 22.01 18.38

7 Soling stone, stone block &

stone for filling crates

5 cu.m 4.25 1 cu.m 182.65 210.87 238.80 265.94 291.80 23.93 19.98

8 Bricks. 2000Nos. 2000.00 1000 Nos. 388.13 448.10 507.45 565.13 620.07 50.85 42.46

9 Bricks tiles. 3200Nos. 3200.00 1000 Nos. 242.58 280.06 317.15 353.20 387.54 31.78 26.54

10 Slates. 14450Nos. 14450.00 1000 Nos. 53.72 62.02 70.23 78.22 85.82 7.04 5.88

11 Terrazzo Tiles. 2500Nos. 2500.00 1000 Nos. 310.50 358.48 405.96 452.10 496.06 40.68 33.97

12 Cement G.I. CI. AC. CC pipes

below 100mm dia & other heavy

materials.

7.50 Tonne 7.50 1 Tonne 103.50 119.49 135.32 150.70 165.35 13.56 11.32

13 Steam Coal 5.5 Tonne 5.50 1 Tonne 141.14 162.95 184.53 205.50 225.48 18.49 15.44

14 Steel i/c C.G.I & A.C.sheet. 7.50 Tonne 7.50 1 Tonne 103.50 119.49 135.32 150.70 165.35 13.56 11.32

15 Timber 5 cu.m 5.00 1 cu.m 155.25 179.24 202.98 226.05 248.03 20.34 16.98

16 Tar Bitumen etc. 4.50 Tonne 4.50 1 Tonne 172.50 199.16 225.53 251.17 275.59 22.60 18.87

17 R.C.C.,A.C. Hume, steel

C.I.Pipes:- 80 mm dia

329.40m 329.40 100m 235.66 272.07 308.10 343.12 376.48 30.87 25.78

14.27

15.85

21.65

4.94

28.53

9.51

12.97

9.51

14.27

15.44

16.78

35.67

22.29

13

11.89

14.86

12.92

23.78

CARRIAGE OF MATERIAL BY MECHANICAL TRANSPORT INCLUDING LOADING/UNLOADINGAND STACKING OF MATERIALSS.No MATERIALS CAPACITY NET QTY.TO

BE PAID

AFTER

DEDUCTION

OF VOIDS.

UNITS COST PER UNIT MATERIAL/DISTANCE GIVEN BELOW

1 Km. 2Km. 3Km. 4Km. 5Km. BEYOND

5Km.UP TO

10 Km.

BEYOND

10Km.UP

TO 20 Km.

BEYOND 20Km

/Km.

71.33



Executive Engineer

SJPNLPage No.41


776.25 896.20 1014.89 1130.25 1240.14 101.70 84.92

1 2 3 4 5 6 7 8 9 10 11 12 13

S.No MATERIALS CAPACITY NET QTY.TO

BE PAID

AFTER

DEDUCTION

OF VOIDS.



5Km.UP TO

10 Km.

BEYOND

10Km.UP

TO 20 Km.

BEYOND 20Km

/Km.

71.33

18 100 mm dia 292.80m 292.80 100m 265.11 306.08 346.62 386.01 423.55 34.73 29.00

19 125 mm dia 219.6m 219.60 100m 353.48 408.11 462.15 514.69 564.73 46.31 38.67

20 150 mm dia 183m 183.00 100m 424.18 489.73 554.58 617.62 677.67 55.57 46.40

21 200 mm dia 109.80m 109.80 100m 706.97 816.21 924.31 1029.37 1129.45 92.62 77.34

22 250 mm dia 80.52m 80.52 100m 964.05 1113.02 1260.42 1403.69 1540.16 126.30 105.46

23 300 mm dia 62.22m 62.22 100m 1247.59 1440.37 1631.13 1816.54 1993.15 163.45 136.48

24 350 mm dia 43.92m 43.92 100m 1767.42 2040.53 2310.77 2573.43 2823.63 231.56 193.35

25 400 mm dia 32.94m 32.94 100m 2356.56 2720.70 3081.03 3431.24 3764.85 308.74 257.80

26 450 /500mmdia 25.62m 25.62 100m 3029.86 3498.05 3961.32 4411.59 4840.52 396.96 331.46

27 600, 700, 750 & 800 mm dia 18.30m 18.30 100m 4241.80 4897.27 5545.85 6176.23 6776.72 555.74 464.04

28 900,1000,1100 & 1200 mm dia. 11.00m 11.00 100m 7056.82 8147.27 9226.27 10275.00 11274.00 924.55 772.00

278.42

389.78

648.45

32.48

38.98

64.96

88.59

114.64

162.41

24.36

216.55



Executive Engineer

SJPNLPage No.42


1 2 3 4 5 6 7 8 9 10 11

LIGHT MATERIALS A : 7.67 250.00 1917.50 2301.00

1 Lime, moorum and building rubish. 35 cu.m 35.00 1 cu.m 1917.50 65.74 27.39 93.13 586.15 293.08

2 .Earth work. 35 cu.m 28.00 1 cu.m 1917.50 82.18 34.24 116.42 732.74 366.37

3 Manure or sludge 35cu.m 32.20 1 cu.m 1917.50 71.46 29.77 101.23 637.09 318.55

4 Excavated rock. 35 cu.m 17.50 1 cu.m 1917.50 131.49 54.79 186.28 1172.50 586.25

5 Sand,stone agg.below 40mm size. 28 cu.m 28.00 1 cu.m 1917.50 82.18 34.24 116.42 732.74 366.37

6 Stone agg.40mm & above,build. Stones. 28 cu.m 25.90 1 cu.m 1917.50 88.84 37.02 125.86 792.22 396.11

7 Soling stone, stone block & stone for filling crates 28 cu.m 28.00 1 cu.m 1917.50 82.18 34.24 116.42 732.74 366.37

8 Bricks. 15000 Nos 15000.00 1000 Nos. 1917.50 153.40 63.92 217.32 1367.88 683.94

9 Bricks tiles. 24000

Nos.

24000.00 1000 Nos. 1917.50 95.88 39.95 135.83 854.93 427.47

10 Slates. 80000

Nos.

80000.00 1000 Nos. 1917.50 28.76 11.98 40.74 256.38 128.19

11 Terrazzo Tiles. 15000 Nos 15000.00 1000 Nos. 1917.50 153.40 63.92 217.32 1367.88 683.94

HEAVY MATERIALS A : 9.20 250.00 2300.00 B : =(Col.No.7/2+Col.No.7*1.40/2) 2760.00

1 Stone blocks G.I,C.C. pipes below 100mm dia and

other heavy materials.

46 Tonne 46.00 1 Tonne 2300.00 60.00 25.00 85.00 535.00 267.50

2 cement 57 Tonne 57.00 1 Tonne 2300.00 48.42 20.18 68.60 431.84 215.92

3 Steel including C.G.I & asbestos sheet. 27 Tonne 27.00 1 Tonne 2300.00 102.22 42.59 144.81 911.43 455.72

4 Timber 42 cu.m 42.00 1 cu.m 2300.00 65.71 27.38 93.09 585.93 292.97

5 Tar Bitumen etc. 46 Tonne 46.00 1 Tonne 2300.00 60.00 25.00 85.00 535.00 267.50

No's Beldar @ B : =(Col.No.7/2+Col.No.7*1.40/2)

No's Beldar @

CARRIAGE OF MATERIAL BY MANUAL LABOUR INCLUDING LOADING/UNLOADINGAND STACKING OF MATERIALS

S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID

AFT

ER

DE

DU

CT

IO

N O

F

VO

ID

S.

UN

IT

S

CO

ST

OF 8

HO

UR

S COST OF CARRIGE INCLUDING LOADING AND STACKING

FO

R F

IR

ST

50

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF 5

0

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

FO

R 1

00

MT

R

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.



Executive Engineer

SJPNLPage No.43


1 2 3 4 5 6 7 8 9 10 11

S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID

AFT

ER

DE

DU

CT

IO

N O

F

VO

ID

S.

UN

IT

S

CO

ST

OF 8

HO

UR


FO

R F

IR

ST

50

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF 5

0

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

FO

R 1

00

MT

R

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.

6 Concrete, R.C.C. Hume, steel C.I.Pipes:-

100mm dia

1702m 1702.00 100m 2300.00 162.16 67.57 229.73 1445.99 723.00

7 Concrete, R.C.C. Hume, steel C.I.Pipes:- 125mm dia 1391m 1391.00 100m 2300.00 198.42 82.67 281.09 1769.15 884.58








450mm,500mm dia

165m 165.00 100m 2300.00 1672.73 696.97 2369.70 14915.16 7457.58


600,700,750 & 800mm dia

150m 150.00 100m 2300.00 1840.00 766.67 2606.67 16406.73 8203.37


900,1000,1100&1200mm dia

125m 125.00 100m 2300.00 2208.00 920.00 3128.00 19688.00 9844.00

17 Asbestes cement pipes: - 50mm dia =5032 pipes

of 2m length 10064m

10064m 10064.00 100m 2300.00 27.42 11.43 38.85 244.59 122.30



Executive Engineer

SJPNLPage No.44


1 2 3 4 5 6 7 8 9 10 11

S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID

AFT

ER

DE

DU

CT

IO

N O

F

VO

ID

S.

UN

IT

S

CO

ST

OF 8

HO

UR


FO

R F

IR

ST

50

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF 5

0

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

FO

R 1

00

MT

R

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.

18 As bestes cement pipes: - 80mm dia 1620 pipes of

2m length=3660

3660m 3660.00 100m 2300.00 75.41 31.42 106.83 672.39 336.20

19 As bestes cement pipes:- 100mm dia 1281 pipes of

2m length=2562m

2562m 2562.00 100m 2300.00 107.73 44.89 152.62 960.64 480.32


2m length= 2200m

2200m 2200.00 100m 2300.00 125.45 52.27 177.72 1118.58 559.29


2m length =1830m

1830m 1830.00 100m 2300.00 150.82 62.84 213.66 1344.78 672.39


2m length= 1600m

1600m 1600.00 100m 2300.00 172.50 71.88 244.38 1538.22 769.11


2m length= 1400m

1400m 1400.00 100m 2300.00 197.14 82.14 279.28 1757.80 878.90


2m length= 1200m

1200m 1200.00 100m 2300.00 230.00 95.83 325.83 2050.77 1025.39



Executive Engineer

SJPNLPage No.45


RATE ANALYSIS - 1

(Earth work in trenches & jointing of pipes to be measured and paid seperately)

DETAILS OF 10 RMT. LENGTH OF 80 MM DIAMETER G.I. PIPE

Sr. Item Unit Qty. Rate Amount

A Material

1Basic rates on F.O.R. destination

Chandigarh Mtr.10.00 691.8399 6918.40

Add 10% for Specials 0.10 691.84

Add 0.5% for inspection charges. 34.59

Add 3% for entry tax 207.55

White lead hemp oil etc., L.S. 35.00

Sub Total:- 7887.38 (A)

2 Carriage

130Km by Mech Transport Chandigarh to

ShimlaTonne 0.101 1449.51 146.40

6 Km by Mech. Transport from IPH.Store Tonne 0.101 1449.51 146.40

0.5 Km by Head Load Tonne 0.101 285.00 28.79

Sub total:- 321.59 (B)

3 Labour

1 Labour for laying 10 m pipe

* Plumber (fitter) Each 0.40 292.00 116.80

* Beldar Each 1.19 250.00 297.50

Sub total:- 414.30 (C)

Total (A+B+C) 8623.27

4 Other additions

Add 10% C.P & 5 % O.H charges 8623.27 15.00% 1293.49

Add GST 0.00% 0.00

Add 1% Labour Cess 1.00% 86.23

Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 1431.51 (D)

Cost for 10 Rmt. (A+B+C+D) 10054.78

Cost per running meter 1005.48

Cost of excavation 412.73

Cost per meter including excavation 1418.21

Providing & laying in trenches galvanised mild steel pipe conforming to IS 1239/1990 (5th revision) heavy class

including bends of all degrees, tees, collars, tapers, crosses, flanged socket & spigots and jointing



Executive Engineer

SJPNLPage No.46


RATE ANALYSIS - 2




A Material

1 Chandigarh Mtr. 10.00 996.6616 9966.62


Add 3 % Entry tex 299.00



Sub Total:- 11347.11 (A)

2 Carriage


ShimlaTonne 0.148 1449.51 214.53




3 Labour



* Beldar Each 1.19 250.00 297.50


Total (A+B+C) 10852.15

4 Other additions

Add 10% C.P & 5 % O.H charges 10852.15 15.00% 1627.82

Add GST 0.00% 0.00


Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 1788.13 (D)









Executive Engineer

SJPNLPage No.47


RATE ANALYSIS - 3




A Material

1 Basic rates on F.O.R. destination

Chandigarh Mtr. 10.00 1474.7898 14747.90





Sub total 16773.86 (A)

2 Carriage

130 Km by Mech Transport Chandigarh to Shimla Tonne 0.219 1449.51 317.44



Sub total 697.30 (B)

3 Labour

Labour for laying 10 m pipe


* Beldar Each 1.19 250.00 297.50

Sub total 414.30 (C)

Total (A+B+C) 17885.46

4 Other additions

Add 10% C.P & 5 % O.H charges 17885.46 15.00% 2682.82

Add GST 0.00% 0.00


Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 2913.46 (D)









Executive Engineer

SJPNLPage No.48


Data

Pipe: MS ERW - 206.50 mm dia

Diameter in mm 206.5

Thickness in mm 6.3

Density in Kg per Cum 7850

WT per Meter in Kg 33.06

Length of pipe in meter 100

Add for bends 2%

Total length in Meter 102

Welding

Average Length of pipe 5.5

No of Welds 19

Flanges

Wt of flange as per table in Kg 2.21

Wt of pair of flange in Kg 4.41

No of Nut bolts 24

% for Wt of nut bolt in Kg 20%

Wt of Nut bolts in Kg 4.8

No of runs of welding to inside 1

No of runs of welding to outside 2

Analysis of Rate:

Description Qty Unit Rate Amount

Pipe: MS ERW - 206.50 mm dia 3372.12 Kg 58.00 195582.96

Add GST 18.00% 35204.93

Cost of Pipe including GST 230787.89

Add entry tax 3.00% 6923.64

Add inspection Charges 0.50% 1153.94

Cost of pipe 238865.47

Carriage of pipes by mechanical transportation 1 job 9901.31 9901.31

Carriage of pipes by head load 1 job 1628.60 1628.60

Unloading and stacking 1 job 1628.60 1628.60

Cost of Transportation of pipe (100 m length) 13158.51

Cost of Pipe Welding 5231.25 cm 5.00 26156.25

Labour for laying (Detail of cost for 514 kg)

Fitter 0.20 Nos 292.00 58.40

Assistant Fitter. 0.20 Nos 292.00 58.40

Beldar. 1.60 Nos 250.00 400.00

RATE ANALYSIS - 4

Providing & laying in trenches MS ERW Pipelines of given dia conforming to IS: 3589-2001,steel grade Fe 410

with wall thickness, weight per meter, flanges as described in analysis



Executive Engineer

SJPNLPage No.49



Sundries. 1 LS 10.00 10.00

Cost of laying for 514 Kg 526.80

Cost of laying per Kg 1.02

Cost of laying of 100 m pipeline 3381.33 Kg 1.02 3448.96

Labour for jointing (Detail for 10 Joints.)

Plumber 0.36 Nos 292.00 105.12

Assistant plumber 0.36 Nos 292.00 105.12

Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00

Cost of laying for 10 joints 550.24

Cost of laying per joint 55.02

Cost of Jointing of 100 m pipeline 19 Joints 55.02 1045.38

Painting two or more coat in and out side of the pipe.

Innner side 64.87

Outer side 68.83

Cost of Painting of 100 m pipeline (rate as per

CPWD DSR 2016- I.N. 13.52.1 P.N. 804133.7 Sqm 122.5 16378.25

Hasion cloth wraping

Clothe 0.69 Sqm 25.00 17.25

Bitumen 0.69 Sqm 40.00 27.60

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00

Rate of wraping per meter 141.78

Cost of wraping for 100 meters 100 Rmt 141.78 14178.00

Add 10% C.P.& 5% O.H.Charges on amount

excluding cost of taxes.269948.31 % 15.00% 40492.25

Pair of Flange 4.41 Kg 64.00 282.24

Nut Blots 4.8 Kg 59.75 286.8

Add GST 12.00% 34.42

Cost of Flanges including GST 603.46



Cost of flange 624.58

Gasket 2 No 105.00 210.00

Length of welding from inside 129.75 cm 5.00 648.75

Length of welding from outside 275.33 cm 5.00 1376.65

Carriage of flanges by mechanical transportation 0.01 Ton 346.35 3.46

Carriage of flanges by head load 0.01 Ton 144.81 1.45

Unloading and stacking 0.01 Ton 144.81 1.45



Executive Engineer

SJPNLPage No.50



Cost of pair of flange 2866.34

Add 10% C.P.& 5% O.H.Charges on amount

excluding cost of taxes.2810.7997 % 15.00% 421.62


Add 1% Labour Cess 272759.11 % 1.00% 2727.59

Add EPF 12.5% on all Labour 63232.24 % 12.50% 7904.03

Cost of Piping including all for 100 meter 367642.65

Cost of Piping including all per meter 3676.43



Executive Engineer

SJPNLPage No.51


Data



Thickness in mm 6.3




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 36





Analysis of Rate:



Add GST 18.00% 44128.63





Carriage of pipes by mechanical transportation 1 Job 13502.70 13502.70

Carriage of pipes by head load 1 Job 2862.43 2862.43

Unloading and stacking 1 Job 2862.43 2862.43

Cost of Transportation of pipe 100 m length 19227.56



Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00



RATE ANALYSIS - 5

Providing & laying in trenches MS ERW Pipelines of given dia conforming to IS: 3589-2001,steel grade Fe 410 with wall

thickness, weight per meter, flanges as described in analysis



Executive Engineer

SJPNLPage No.52





Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 81.81

Outer side 85.77

Cost of Painting of 100 m pipeline (rate as per CPWD DSR 2016-

I.N. 13.52.1 P.N. 804167.58 Sqm 122.5 20528.55


Clothe 0.86 Sqm 25.00 21.50

Bitumen 0.86 Sqm 40.00 34.40

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00



Add 10% C.P.& 5% O.H.Charges on amount excluding cost of

taxes.338158.06 % 15.00% 50723.71


Nut Blots 7.2 Kg 59.75 430.2

Add GST 12.00% 51.62





Gasket 2 No 105.00 210.00








taxes.3485.1897 % 15.00% 522.78


Add 1% Labour Cess 341643.25 % 1.00% 3416.43






Executive Engineer

SJPNLPage No.53


Data

Pipe: MS ERW - 309.70mm dia


Thickness in mm 7.1




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 36





Analysis of Rate:


Pipe: MS ERW - 309.70mm dia 5657.94 Kg 58.00 328160.52

Add GST 18.00% 59068.89


Add entry tax 3.00% 11616.88









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12

RATE ANALYSIS - 6





Executive Engineer

SJPNLPage No.54




Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 97.3

Outer side 101.76


I.N. 13.52.1 P.N. 804199.06 Sqm 122.5 24384.85


Clothe 1.02 Sqm 25.00 25.50

Bitumen 1.02 Sqm 40.00 40.80

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.439689.10 % 15.00% 65953.37


Nut Blots 7.2 Kg 59.75 430.2

Add GST 12.00% 51.62


Add entry tax 3.00% 24

Add inspection Charges 0.50% 4


Gasket 2 No 105.00 210.00








taxes.3972.6897 % 15.00% 595.90


Add 1% Labour Cess 443661.79 % 1.00% 4436.62






Executive Engineer

SJPNLPage No.55


Data



Thickness in mm 8




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 48





Analysis of Rate:



Add GST 18.00% 73029.47


Add entry tax 3.00% 14362.46









Fitter 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





RATE ANALYSIS - 7





Executive Engineer

SJPNLPage No.56



Plumber 0.30 Nos 292.00 87.60


Beldar. 1.20 Nos 250.00 300.00

Sundries. 1 LS 10.00 10.00





Innner side 106.69

Outer side 111.72


I.N. 13.52.1 P.N. 804218.41 Sqm 122.5 26755.23


Clothe 1.12 Sqm 25.00 28.00

Bitumen 1.12 Sqm 40.00 44.80

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.525649.21 % 15.00% 78847.38


Nut Blots 9.6 Kg 59.75 573.6

Add GST 12.00% 68.83





Gasket 2 No 105.00 210.00








taxes.4608.2394 % 15.00% 691.24


Add 1% Labour Cess 530257.45 % 1.00% 5302.57






Executive Engineer

SJPNLPage No.57


Data



Thickness in mm 8.8




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 48





Analysis of Rate:



Add GST 18.00% 91888.5











Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12

RATE ANALYSIS - 8





Executive Engineer

SJPNLPage No.58




Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 122.15

Outer side 127.67


I.N. 13.52.1 P.N. 804249.82 Sqm 122.5 30602.95


Clothe 1.28 Sqm 25.00 32.00

Bitumen 1.28 Sqm 40.00 51.20

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.642990.60 % 15.00% 96448.59


Nut Blots 9.6 Kg 59.75 573.6

Add GST 12.00% 68.83





Gasket 2 No 105.00 210.00








taxes.5166.4694 % 15.00% 774.97


Add 1% Labour Cess 648157.07 % 1.00% 6481.57






Executive Engineer

SJPNLPage No.59


Details of cost for 10 Cubic meters :


1 Pick Work

1 Labour : Beldar Each 8.32 250.00 2080

Bhisti Each 0.28 250.00 70

Add for water charges @ 1.5% 32.25

Total Rs. 2182.25

Add 10% for Contractor profit 218.23

Add 5% for overhead charges 109.11

Cost of 10 cubic meters Rs. 2509.59

Cost per cum Rs. 250.96

2 Chiselling work in hard rock (Where blasting is prohibitted)1 Labour:

Beldar Each 11.71 250.00 2927.50

Stone Chiseller Each 23.43 250.00 5857.50

Black smith (G-II) Each 0.59 292.00 172.28

Total 8957.28

Add 10% Contractor profit 895.73

Add 5% Overhead Charges 447.86



Classification of soil Amount

Pick Work (70%) 250.96 70% 175.67

Chiselling Work (Hard work) (30%) 1030.09 30% 309.03

Average Rate 484.70

Add labour cess @ 1.00 % 484.70 1% 4.85

Add 12 % GST 12.0% 58.16

Total Cost Rs. Per Cum 547.71

Analysis of Rates - 9

Excavation in foundations, trenches etc., in earth work, lift upto 1.5m stacking the soil not more than 3 meters clear from

the edge of the excavation and then returning the stacked soil in 15cm layers, when required into the plinths sides of

foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated

earth as directed within a lead of 20 meters.



Executive Engineer

SJPNLPage No.60


Detail of cost for 10 cubic metre

1. Soft rock.

Sr. Item Unit Qty. Rate Amount.

Drilling equipment Day 0.18 3600.00 648.00

Material

Special gelatine (80%) kg. 2.520 75.00 189.00

Detonators ordinary 100 Nos 12.00 300.00 36.00

Safety fuse wire (coil 10 Mtrs length) Coil 1.00 75.00 75.00

Labour

Hole Driller each 0.54 250.00 135.00

Blaster each 0.36 250.00 90.00

Beldar each 6.67 250.00 1667.50

Total 2840.50



Total 3266.58

Cost for 10 cum. 3266.58

Cost for 1 cum 326.66


2. Hard Rock


Material

Special gelatine (80 % ) Kg. 3.92 75.00 294.00

Detonators ordinary 100 Nos. 14.00 300.00 42.00

Safety fuse wire (coil 10 mtr. length ) Coil 1.25 75.00 93.75

Labour

Hole Driller Each 0.84 250.00 210.00

Blaster Each 0.56 250.00 140.00

Beldar Each 8.33 250.00 2082.50

Total 3870.25



Total 4450.79


Cost of per cum 445.08

Classification of Rocks Amount

Soft Rock (70%) 326.66 70% 228.66

Hard Rock (30%) 445.08 30% 133.52

Average Rate 362.18

Add labour cess @ 1.00 % 362.18 1% 3.62

Add 12 % GST 12.0% 43.46


Analysis of Rate - 10

Cutting in earth work and disposal of excavated earth upto a lead of 20 Mtrs soft rock.



Executive Engineer

SJPNLPage No.61


S.N. Description No L B H Qty. Unit. Rate. Amount

1

Prov. & laying cement conc.1:2:4 (1cement :2sand:

4graded stone aggregate 20 mm nominal size ) and

curing complete e/c the cost of form work and

reinforcement in foundation & plinth. (PCC M-150)

1 1.30 1.30 0.15 0.25 Cum 7957.06 2017.11

As per Rate Analysis - 24

2

Providing & laying cement concrete using nominal mix

of " M - 20 " with 20 mm & down gauge nominal size

graded stone aggregate) & curing complete excluding

the cost of form work & reinforcement for reinforced

concrete work in Bottom raft slab

1 1 1 0.2 0.20 Cum 8,139.12 1627.82


3





concrete work in Vertical Walls

2 0.6 0.2 0.75 0.18 Cum 8,139.12 1465.04

2 1 0.2 0.75 0.30 Cum 8,139.12 2441.74


4





concrete work in chamber top cover

2 1 0.5 0.2 0.20 Cum 8,139.12 1627.82


Chamber of size 600 mm X 600 mm X 750 mm

Rate Analysis -11



Executive Engineer

SJPNLPage No.62



5

Providing tor steel reinforcement for RCC work

including bending binding and placing in position

complete, @ 80 Kg per Cum,

0.88 80 70.40 Kg 62.31 4386.82


6Providing form work with steel plates and Bamboo

(Ballies) in Vertical Walls and Slab

For Foundation 1 1 1 1.00 Sqm 289.27 289.27


Verical walls - inner face 4 0.6 0.75 1.80 Sqm 487.14 876.85

Verical walls - outer face 4 1 0.75 3.00 Sqm 487.14 1461.41

For Top Cover 1 1 1 1.00 Sqm 487.14 487.14


7 Providing and fixing Surface box 1 1.00 Nos 2000 2000.00

Total 18681.03



Executive Engineer

SJPNLPage No.63



1





1 1.60 1.60 0.15 0.38 Cum 7957.06 3055.51


2






1 1.3 1.3 0.2 0.34 Cum 8,139.12 2751.02


3






2 0.9 0.2 0.75 0.27 Cum 8,139.12 2197.56

2 1.3 0.2 0.75 0.39 Cum 8,139.12 3174.26


4






3 1.3 0.43 0.2 0.34 Cum 8,139.12 2751.02


5




1.34 80 106.88 Kg 62.31 6659.99

Rate Analysis -12




Executive Engineer

SJPNLPage No.64






For Foundation 1 1.3 1.3 1.69 Sqm 289.27 488.86



Verical walls - outer face 4 1.3 0.75 3.90 Sqm 487.14 1899.84

For Top Cover 1 1.3 1.3 1.69 Sqm 487.14 823.26



Total 27116.61



Executive Engineer

SJPNLPage No.65



1

Prov. & laying cement conc.1:2:4 (1cement :2sand: 4graded

stone aggregate 20 mm nominal size ) and curing complete

e/c the cost of form work and reinforcement in foundation &

plinth. (PCC M-150)

1 1.90 1.90 0.15 0.54 Cum 7957.06 4308.75


2

Providing & laying cement concrete using nominal mix of " M -

20 " with 20 mm & down gauge nominal size graded stone

aggregate) & curing complete excluding the cost of form work

& reinforcement for reinforced concrete work in Bottom raft

slab

1 1.6 1.6 0.2 0.51 Cum 8,139.12 4167.23


3




& reinforcement for reinforced concrete work in Vertical Walls

2 1.2 0.2 0.75 0.36 Cum 8,139.12 2930.08

2 1.6 0.2 0.75 0.48 Cum 8,139.12 3906.78


4




& reinforcement for reinforced concrete work in chamber top

cover

4 1.6 0.4 0.2 0.51 Cum 8,139.12 4167.23


5

Providing tor steel reinforcement for RCC work including

bending binding and placing in position complete, @ 80 Kg per

Cum,

1.86 80 149.12 Kg 62.31 9292.09

Rate Analysis -13




Executive Engineer

SJPNLPage No.66




6Providing form work with steel plates and Bamboo (Ballies) in

Vertical Walls and Slab





For Top Cover 1 1.6 1.6 2.56 Sqm 487.14 1247.07



Total 36851.71



Executive Engineer

SJPNLPage No.67



1

Prov. & laying cement conc.1:2:4 (1cement :2sand: 4graded stone

aggregate 20 mm nominal size ) and curing complete e/c the cost

of form work and reinforcement in foundation & plinth. (PCC M-

150)

1 2.20 2.20 0.15 0.73 Cum 7957.06 5776.82


2

Providing & laying cement concrete using nominal mix of " M - 20 "

with 20 mm & down gauge nominal size graded stone aggregate)

& curing complete excluding the cost of form work & reinforcement

for reinforced concrete work in Bottom raft slab

1 1.9 1.9 0.2 0.72 Cum 8,139.12 5876.45


3




for reinforced concrete work in Vertical Walls

2 1.5 0.2 0.75 0.45 Cum 8,139.12 3662.61

2 1.9 0.2 0.75 0.57 Cum 8,139.12 4639.30


4




for reinforced concrete work in chamber top cover

5 1.9 0.38 0.2 0.72 Cum 8,139.12 5876.45


5Providing tor steel reinforcement for RCC work including bending

binding and placing in position complete, @ 80 Kg per Cum,2.46 80 197.12 Kg 62.31 12283.10


Rate Analysis -14




Executive Engineer

SJPNLPage No.68









For Top Cover 1 1.9 1.9 3.61 Sqm 487.14 1758.57



Total 47886.35



Executive Engineer

SJPNLPage No.69


Sr. No. Item of work No L W D Quantity Rate Unit Amount

1 Excavation in foundation trenches etc. in earth work lift upto 1.5

mtr. stacking the excavated soil not more than 3 mtr. clear from

the edge of excavation and then returning the stacked soil in

15cm layers when required into plinths sides of foundation etc.

consolidating each deposited layer by ramming and watering

then disposing of all surplus soil as directed within a lead of

20mtr. in soft & hard rock.

1 1.35 1.65 1 2.23 547.71 Per cum. 1220.02

2 Prov. & laying cement conc.1:2:4(1cement:2sand:4graded stone

aggregate 20 mm nominal size ) and curing complete e/c the

cost of form work and reinforcement in foundation & plinth. 1 1.35 1.65 0.15 0.33 7957.06 Per Cum. 2658.65



aggregate) & curing complete excluding the cost of form work &

reinforcement for reinforced concrete work in Bottom raft slab

(a)foundation footintg basis of columns and like mass concrete. 1 1.2 1.5 0.45 0.81 8,139.12 Per Cum. 6592.69

(b)Columns pillar posts and struts upto floor two level. 1 0.3 0.9 2.15 0.58 8139.12 Per Cum 4724.76

4 Providing mild steel/Tor steel reinforcement for R.C.C. work

including bending, binding and placing in position complete upto

floor two level. Tor steel.139.05 62.31 Per Kg. 8664.60


World Bank Program


Rate Anlysis - 15 SH:-Construction of RCC Anchor Block size 0.3m*0.9m

ABSTRACT OF COST

3



Executive Engineer

SJPNLPage No.70



Providing form work with steel plates 3.15mm thick welded with

angle iron in frame 30x30x5mm so as to give a fair finish

including centring shuttering strutting and propping etc., with

wooden battens and ballies, height of propping and centring

below supporting floor to ceiling not exceeding 4 meters and

removal of the same for in-situ-reinforced concrete and plain

concrete work in:-

a)Foundation, footing, basis of columns etc., and mass

concrete. 2.43 289.27 Per Sqmt. 702.92

b) Columns pillar posts and struts square, rectangular or

polygonal in plan. 5.16 487.14 Per Sqmt. 2513.63

27077.27Total Rs. In Lac.

5



Executive Engineer

SJPNLPage No.71


S.N. Description No L W D Qty Unit Rate Amount

1

Construction of granular sub-base by providing close

graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material

by tippers to work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor grader on

prepared surface and compacting with vibratory power

roller to achieve the desired density, complete as per

specifications and directions of Engineer-in-Charge.

With material conforming to Grade-I (size range 75 mm to

0.075 mm) having CBR Value-30 CPWD DSR Vol 2

16.78.1

1 1 1 0.2 0.2 Cum 2089.7 417.94

2Providing and constructing WBM CPWD DSR Vol 2

16.13.21 1 1 0.175 0.175 Cum 1407.15 246.25

3

Providing and laying bituminous macadam using crushed

stone aggregates of specified grading premixed with

bituminous binder, transported to site by tippers, laid over

a previously prepared surface with paver finisher equiped

with electronic sensor to the required grade, level and

alignment and rolling with smooth wheeled, vibratory and

tandem rollers as per specifications to achieve the

desired compaction and density, complete as per

specificatons and directions of Engineer-in-Charge.

50 to 100 mm average compacted thickness with bitumen

of grade VG-30 @ 3.50% (percentage by weight of total

mix) prepared in Batch Type Hot Mix Plant of 100- 120

TPH capacity. CPWD DSR Vol 2 16.55.1

1 1 1 0.075 0.075 Cum 5708.05 428.10

Rate Analysis -16 : Road Restoration



Executive Engineer

SJPNLPage No.72



4

2.5 cm premix carpet surfacing with 2.25 cum and 1.12

cum of stone chippings of 13.2 mm and 11.2 mm size

respectively per 100 sqm and 52 kg and 56 kg of hot

bitumen per cum of stone chippings of 13.2 mm and 11.2

mm size respectively, including a tack coat with hot

straight run bitumen, including consolidation with

road roller of 6 to 9 tonne capacity etc. complete (tack coat

to be paid for separately). With paving Asphalt grade VG -

10 heated and then mixed with solvent at the rate of 70

grams per kg of asphalt CPWD DSR Vol 2 16.33.1

1 1 1 1 Sqm 169.6 169.60

Total 1261.90

Add 12% for GST 151.43

Total 1413.32

Say 1400.00



Executive Engineer

SJPNLPage No.73


A

B

C

Nos Item Description Nos Length Breadth Depth Qty Unit Rate Amount

A Water Supply Connections

ROVIDING & LAYING IN TRENCHES GALVANISED MILD STEEL

PIPE CONFORMING TO IS 1239/1990 (5th Revision) HEAVY

CLASS INCLUDING BENDS OF ALL DEGREES, TEES, COLLARS,

TAPERS, CROSSES, FLANGED SOCKET & SPIGOTS AND

JOINTING

As per RA

i) Residential Connections- 15 mm dia 29 5 145 Rmt 200.96 29139.62

ii) Commercial Connections- 25mm dia 4 5 20 Rmt 243.58 4871.66

34011.27

B Electrical Lines & Poles

B-1 Electrical Poles - RA for 10 km

RATE ANALYSIS - 17

Utility Shifting:

1 nos of breakage per km occurred with required of cable length per breakage is assumed as 6 m. 3.0 mtr assumed as Optical cable and 3.0 metre Jelly filled

telephone cable

Amount A / 1 Km

Assumptions

Water Supply Connections

Total No. of properties in 1.00 Km length in city Area Consider property connection at 30 mtr distance is 1000/30 = 34 Nos, Assuming that out of 34 Nos 10% are

commercial connections and 90% are residential Connections. Commercial connections are of 25mm in size and Residential connections are 15 mm Size hence

Commercial connections are 4 Nos. and Residential Connections are 29 Nos Per Km. Connections Pipe length per connections are assumed as 2.5 mtr.

Electrical Lines & Poles

For RA purpose, shifting of one pole per 10 km length of network in city area , Hence RA is estimated for 10 km length. Electrical Cable joints required per km is

assumed as 2 nos

Communication Cable - Jelly Filled telephone lines and optical Fibre Cable



Executive Engineer

SJPNLPage No.74



i)

Pole Foundation : providing cement concrete foundation including

excavation for the pole 60 cms x 60 cms x 1.5 mtr deep in1:3:6

cement concrete (20x 25 mm stone metal) and 45 cm x 45cm x45

cm / 45 cm x 45 cm height plinth duly plaster and with necessary

curing & finishing in above manner ( for 9 mtr pole)

1 1 Nos 3158.4 3158.40

PWD DSR 16-17 E&M, Item No. 16.3.2, Page No.306

ii)

Dismantling of existing poles above 6 mtr height with brackets.

Clamps, insulators stay from the cement concrete foundation and

making the site clear by refilling the pits with excavated materials and

bringing it to ground level

1 1 Nos 840 840.00

PWD DSR 16-17 E&M, Item No. 8.8.2, Page No. 191

i)

Re-Erecting: Supplying and erecting steel tubular swaged pole 165.1

X 139.7 X 114.3 mm dia with 4.5 X 4.5 X3.65 mm thick (5+2+2m)

length respectively and total 9 m long with pole cap, base plate in

provided foundation (weight 147 kg) as per specifications.

1 1 Nos 13971.3 13971.30


i)

Earthling : Providing pipe type earthing with 40mm. dia.G.l. pipe or 20

mm dia. G.l. Rod complete with all materials as per specification No.

EA-EP

1 1 Nos 1597.05 1597.05

i) PWD DSR 16-17 E&M, Item No. 9.1.4, Page No. 193

19566.75

1956.68

B-2 Electrical Cable - Providing and Jointing 391.34

CCommunication Cable - Jelly Filled telephone lines and optical Fibre

Cable

i)

Supply & Erecting of Jelly filled armoured telephone cable 10 pair

with 0.5 mm dia laid in provided trench as per specification no. WG-

TW

1 3 3 Rmt 114.45 343.35

PWD DSR 16-17 Item 1-10-10, Page No. 38

Amount B-1 /10 km

Amount B-1/ 1 Km

Amount B-2/ 1 Km



Executive Engineer

SJPNLPage No.75



ii)

Supply & erecting of FR grade PVC armourd multi mode Optical

Fibre Cable with 6 fibres with core dia 50 µM, suitable for 1 GBps

Ethernet distance at 850 nm of wavelength on wall/ ceiling or laid in

provided pipe / trench as per specification no. WG- COC/ OFC

1 3 3 Rmt 236.25 708.75

PWD DSR 16-17 Item 1-12-8, Page No.41

iii)

Supply & fixing of wall /rack type 12 port light guide interconnection

unit for termination of optical fibre cable on wall /provided U rack

complete as per specification no. EG- NAS / LIU

1 1 Nos 4586.4 4586.40

PWD DSR 16-17 Item 1-14-5, Page No. 44 5638.50

41998.00

50397.60Total rate of utility Shifting per Km considering this project

Total rate of utility Shifting per Km for Maharashtra is

Amount C-1/ 1 Km



Executive Engineer

SJPNLPage No.76


(a)Foundation footing basis of columns etc and mass concrete

Detail of cost for 10 Sqm.

Sr. Description. Unit Qty. Rate. Amount

Material

Rate as per above in Sub Analysis. Sqm. 10.15200 6174.44 62682.92

Battens IInd class kail wood

6 X 1 X 0.075 X 0.10m. = 0.045 cum.

Wastage @ 5% per kg. = 0.002 cum.

Total Qty:- = 0.047 cum.. Cum. 0.047 33,830.00 1590.01

Ballies 125mm dia Kail wood

6 X 1.50 = 9.00 Rmt.

Wastage @ 5% per kg. = 0.45Rmt.

Total Qty:- =9.45 Rmt. Rmt. 9.45 125.00 1181.25

Carriage of Timber :-


9.45 X 0.785 X (0.125)2 = 0.116 cum.

Battens IInd class kail wood =0.047 cum.

Total Qty:- = 0.163 cum..

50 K.M.by Mechanical Transport. Cum. 0.163 178.91 29.16

0.5 M.by head load. Cum. 0.163 485.53 79.14

Total Rs:- 2879.56

Carriage cost of wood i.e.1/16 Rs:- 6.77

Each. 0.01 62682.92 626.83

cent 0.01 62682.92 626.83

ANALYSIS OF RATES - 18

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame30X30X5 mm so as to give a fair finish including centering

shuttering strutting and propping etc,with wooden battens and ballies,height of propping and centring below supporting floor to ceiling not execding 4

meters, and removal of the same for insitu-reinforced concrete and plain concrete work in :- Sub analysis for manufacturing steel plates for shuttering

steel work welded in built up section I/c cutting fixing in positionin angles,plates etc.

Assuming that steel plates shall become unservicable after being used 100

times. Hence cost for using once:- 1/100

Add 1% for using repeatedly including repair removal of dents cleaning

concrete deposits & appling oiling and greasing etc.



Executive Engineer

SJPNLPage No.77



Cum. 0.0625 2879.56 179.97

cent 0.05 2879.56 143.98

Labour:- For assembling errection and dismentling etc.

Carpenter 2nd class. Each. 0.52 292.00 151.84

Beldar. Each. 1.30 250.00 325

Total Rs:- 2054.45

Sundries @ 10% of labour cost. Rs:- 205.445

Total Rs:- 2259.895



Add labour cess @ 1.00 % 22.60

Add 12 % GST 271.192892.67

289.27


concrete deposits & appling

Cost for 10 Sq.m

Cost per Sqmt. Rs:-

Assuming that Timber shall become unservicable after being used 16

times.Hence cost for using once = 1/16



Executive Engineer

SJPNLPage No.78



d)Columns,Pillar;Posts and struts Square Rectangular and Polygonal in Plan



Ballies 125mm dia.(Kail wood 2nd class.) Meter 15.96 125.00 1995.00

50 Carriage of Timber :-K.M.by Mechanical Transport. Cum. 0.196 178.91 35.07

0.5 Carriage of Timber :-M.by head load. Cum. 0.196 485.53 95.16

Total Rs:- 2125.23


Each. 0.01 33712.44 337.12

cent 0.01 33712.44 337.12

Cum. 0.0625 2125.23 132.83

cent 0.05 2125.23 106.26



Beldar. Each. 1.47 250.00 367.50

Total Rs:- 1453.11

Sundries @ 10% of labour cost. On Rs:- 539.78 Rs:- 145.311

Total Rs:- 1598.421









Detail of cost for area in contact 4 X 0.30 X 3.50 = 4.20 Sqm.


times.Hence cost for using once:- 1/100









Executive Engineer

SJPNLPage No.79



Add 12 % GST 191.812045.98

487.14Cost per Sqmt. Rs:-

Cost for 10 Sq.m



Executive Engineer

SJPNLPage No.80




Material:-

3.15 mm Thick M.S. Plate.

0.90 X 0.60 = 0.54 Sqm.

Weight @ 24.72kg per Sqm. =13.35kg.

Wastage @ 5% per kg. =0.66kg

Total Qty:- =14.01kg or 0.14 Qtl. Qtl. 0.14 4500.00 630.00

Angle iron in frame 30X30X5mm Size

2(0.90+0.60) = = 3.00 Rmt.

Weight @ 2.20kg per Rmt.. =13.35kg.


Total Qty:- =6.93kg or 0.0693 Qtl. Qtl. 0.0693 5,000.00 346.50

Sub Total Rs. 976.50 A

Carriage of M.S. Plate and angles.

M.S.Plate. = 0.140 Qtl

Angle iron =0.0693 Qtl.

Total Qty:- =0.2093 Qtl or 0.02093 Tonne.

50 K.M.by Mechanical Transport. Tonne 0.02093 178.91 3.74

0.5 M.by head load. Tonne 0.02093 485.53 10.16

Sub Total Rs. 13.90 B

Labour.

Black Smith Ist. Class. Each 0.066 292.00 19.27

Bandhani Each 0.066 250.00 16.50

Beldar Each 0.154 250.00 38.5

Sundries Each 10

Sub Total Rs. 84.27 C




meters, and removal of the same for insitu-reinforced concrete and plain concrete work in :- Sub analysis for manufacturing steel plates for

shuttering steel work welded in built up section I/c cutting fixing in positionin angles,plates etc. Detail of cost for 90cm X 60cm size of plates

complete 0.54 Sqm.



Executive Engineer

SJPNLPage No.81



Welding charges by Electric Plant CM. 300.00 5.00 1500.00 D

Total Rs. (A+B+C+D) 2574.67

Add 1.5% water charges. Rs:- 38.62




Add 12 % GST 308.963334.20

6174.44

Cost for 0.54 Sqmt.Rs:-

Cost per Sqmt. Rs:-



Executive Engineer

SJPNLPage No.82



Discription Unit Qty. Rate Amount

Materials

Cement Tonne 0.32 5,120.00 1638.40

Sand Cum 0.445 650.00 289.25

10mm stone aggregate Cum 0.22 725.00 159.50


Subtotal 2572.90 (A)

Carriage :

Carriage of stone aggregate:-below 40mm.

155 K.M. by Mechanical Transport Cum 0.89 1875.18 1668.91

0 K.M. by Head Load Cum 0.89 390.34 347.40

Carriage of Sand



Carriage of Cement

50 K.M. by Mechanical Transport Tonne 0.32 178.91 57.25

0 K.M. by Head Load Tonne 0.32 230.04 73.61

Subtotal 2813.47 (B)

Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15

Mason 1st Class Each 0.05 294.00 14.70

RATE ANALYSIS - 21

Providing & laying cement concrete 1:2:4, 20mm nominal size & curing complete for RCC work in: Suspended floor, roofs, landing and shelves and their

supports, balconies, beams, girders, bressumers and cantilever upto floor two level.

Details of Cost for 1 Cubic Meter



Executive Engineer

SJPNLPage No.83



Mason 2nd Class Each 0.05 294.00 14.70

Mate Each 0.04 245.00 9.80

Beldar for extra ramming Each 0.25 245.00 61.25

Sundries L.S. 15.00

Subtotal 693.65 (C)

(A+B+C) 6080.02

Add for water charges @1.5% 6,080.02 1.50% 91.20

6171.22

Add 1% Labour cess 6,171.22 1.00% 61.71

Add GST 12.00% 740.55

Add 10% C.P.and 5% Over head charges except on cost of store

issue items,such as Cement4532.82 15% 679.92

Rs:- 7,653.40

Total

Gross Total

Cost for one cubic meter



Executive Engineer

SJPNLPage No.84



Unit Qty. Rate Amount

Material

Cement mortar 1:4

(1cement:4sand) Cum. 0.165 5,758.44 950.14

Subtotal 950.14 (A)

Labour :

Mason II nd class Each 0.80 294.00 235.20

Beldar Each 0.80 245.00 196.00

Bhishti Each 0.98 245.00 240.10

Sundries(Scaffolding etc.) L.S. 45.00

Subtotal 716.30 (B)

Total (A+B) 1666.44


Gross Total 1691.44

Add 1% Labour cess 1,691.44 1.00% 16.91

Add GST 12.00% 202.97



Cost for 10 square meter Rs:- 2,022.52

Cost of 1 Sqm. Rs:- 202.25

20 mm cement plaster in single coat on fair side f brick/stone masonry for interior plastering up to floor two level including arrises, internal rounded angles,

chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth .

In cement mortar 1:4

Details of cost for 10 Sqm.

Desciption

RATE ANALYSIS - 22



Executive Engineer

SJPNLPage No.85




Material

Cement mortar 1:3

(1cement:3sand) Cum. 0.224 6,592.42 1476.7

Sand & Gravel Crushed stone graded from 6 mm to 12mm Cum. 0.1 725.00 72.5

Grounded hydrated lime Kg 9.28 100.00 928

Subtotal 2477.2 (A)

Labour :


Beldar Each 1.58 245.00 387.10

Bhishti Each 1.7 245.00 416.50


Extra labour for coping


beldar Each 0.25 245.00 61.25

Extra labour for dashing of crushed stone

RATE ANALYSIS - 23

Rough side exterior cement plaster on wall up to a height of 10 mtr. above ground level with a mixture of sand and gravel or crushed stone graded from 6mm

to 12 mm nominal size dashed over and including fresh plaster in two coats, backing coat 10 mm cement plaster 1:3 (1cement:3sand) and finishing coat 10

mm cement mortor 1:3 (1cement:3sand) mixed with 10 % finely grounded hydrated lime by volume of cement including arrises, chamfersb and/or rounded

angles not exceeding 80 mm in girth. (natural cement finish using ordinary cement)



Desciption



Executive Engineer

SJPNLPage No.86




beldar Each 0.5 245.00 122.50

bhisti Each 0.1 245.00 24.50

sundries ( scaffolding etc.) 10.00


Total (A+B) 4267.29


Gross Total 4331.30

Add 1% Labour cess 4,331.30 1.00% 43.31

Add GST 12.00% 519.76







Executive Engineer

SJPNLPage No.87




Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Discription


RATE ANALYSIS - 24

Prov.& laying c.conc. 1:2:4 (1cement:2 sand:4 graded stone aggregate 20mm nominal size) & curing complete e/c cost of form work & reinforcement for

RCC work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string courses etc. up to floor two level.



Executive Engineer

SJPNLPage No.88



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Subtotal 701.98 ( C)

Total (A+B+C) 6361.03


Gross Total 6456.45

Add 1% Labour cess 6,456.45 1.00% 64.56

Add GST 12.00% 774.77



Cost for one cubic meter Rs:- 7,957.06



Executive Engineer

SJPNLPage No.89




Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15



Mate Each 0.04 245.00 9.80

RATE ANALYSIS - 25

P/L cement concrete 1:1.5:3 (1cement:2sand:4graded stone aggregate 20mm nominal size E/C cost of form work & reinforcement for rcc work in

suspended floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever up to floor two level.


Discription



Executive Engineer

SJPNLPage No.90




Sundries L.S. 15.00

Extra for laying CC in RCC work due to delay etc.

Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80

Extra labour for lifting the material, Beldar Each 0.17 245.00 41.65


Total (A+B+C) 6501.17


Gross Total 6598.69

Add 1% Labour cess 6,598.69 1.00% 65.99

Add GST 12.00% 791.84






Executive Engineer

SJPNLPage No.91




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 294.00 79.38



Mate Each 0.04 245.00 9.80

RATE ANALYSIS - 26

P/L cement concrete of M30 grade (1:1:3) (1cement:1sand:3graded stone aggregate 20mm nominal size E/C cost of form work & reinforcement for rcc work

in suspended floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever up to floor two level. (Slab for For RCC GSR)


Discription



Executive Engineer

SJPNLPage No.92




Sundries L.S. 15.00


Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80



Total (A+B+C) 6969.78


Gross Total 7074.33

Add 1% Labour cess 7,074.33 1.00% 70.74

Add GST 12.00% 848.92






Executive Engineer

SJPNLPage No.93




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Mate Each 0.04 245.00 9.80

Discription


RATE ANALYSIS - 27

P/L cement concrete of M30 grade (1:1:3) (1cement:1sand:3graded stone aggregate 20mm nominal size) & curing complete e/c cost of form work &

reinforcement for RCC work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string courses etc. up to floor two level. (Wall for For

RCC GSR)



Executive Engineer

SJPNLPage No.94




Sundries L.S. 15.00


Total (A+B+C) 6880.11


Gross Total 6983.31

Add 1% Labour cess 6,983.31 1.00% 69.83

Add GST 12.00% 838.00






Executive Engineer

SJPNLPage No.95



Unit Qty Rate Amount

Material:-

Mild Steel Bars Qtl. 1.00

Wastage @ 5% Qtl. 0.05

Total 1.05 Qtl. 1.05 4,500.00 4725.00 (A)

By Mech TransportK.M By Mechanical Transport Tonne 0.105 178.91 18.79

0 K.M ByHead load. Tonne 0.105 485.53 50.98

Subtotal 69.77 (B)

Labour:-

Black Smith Ist class Each 1.00 292.00 292.00

Beldar Each 1.00 245.00 245.00

Sundries LS 10.00


Total (A+B+C) 5341.77


Gross Total 5421.90

Add 1% Labour cess 5,421.90 1.00% 54.22

Add GST 12.00% 650.63


issue items,such as Steel

696.90 15% 104.54

Cost per Qtl Rs:- 6,231.28

Cost per Kg Rs:- 62.31

RATE ANALYSIS - 28

Providing mild steel/tor steel reinforcement for RCC work includng bending binding and placing in position complete.

Detail of cost for 1 Qtl.

Description.



Executive Engineer

SJPNLPage No.96



Cement Mortar 1:4 ( 1CEMENT : 4SAND)

Sr.No Item Unit Qty. Rate Amount

Material

Cement Tonne 0.38 5,120.00 1,945.60

Sand Cum 1.07 650.00 695.50

Subtotal 2,641.10 (A)

Carriage

Carriage of Sand

106 K.M. by Mechanical Transport Cum 1.07 1090.33 1,166.65


Carriage of Cement



Subtotal 1,739.72 (B)

Labour measuring,carrying, depositing and mixing

Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 4,656.94


Gross Total 4726.79

Add 1% Labour cess 4,726.79 1.00% 47.27

Add GST 12.00% 567.21




Details of cost for 1cum

RATE ANALYSIS - 29



Executive Engineer

SJPNLPage No.97





Material

Cement Tonne 0.51 5,120.00 2,611.20

Sand Cum 1.07 650.00 695.50


Carriage

Carriage of Sand



Carriage of Cement





Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 5,375.69


Gross Total 5456.33

Add 1% Labour cess 5,456.33 1.00% 54.56

Add GST 12.00% 654.76




RATE ANALYSIS - 30




Executive Engineer

SJPNLPage No.98


Particulars 80 mm dia 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia 450 mm dia 500 mm dia 600 mm dia

Basic rate including

transportation141583 144910 180046 248238 327866 366120 467786 645336 694402 967589 1100586

Add for jointing

material 10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Add for laying, jointing

labour10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Total 161583.00 164910.00 200046.00 278238.00 357866.00 396120.00 507786.00 685336.00 734402.00 1017589.00 1150586.00

Add 18% for GST 29084.94 29683.80 36008.28 50082.84 64415.88 71301.60 91401.48 123360.48 132192.36 183166.02 207105.48

Add 15% OH and CP 19066.79 19459.38 23605.43 32832.08 42228.19 46742.16 59918.75 80869.65 86659.44 120075.50 135769.15

Rate Including GST 209734.73 214053.18 259659.71 361152.92 464510.07 514163.76 659106.23 889566.13 953253.80 1320830.52 1493460.63



transportation9543 12589 19822 32940 45622 68951 175000 213462 326923 476923

Add for jointing

material 10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000


labour10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Total 29543.00 32589.00 39822.00 62940.00 75622.00 98951.00 40000.00 215000.00 253462.00 376923.00 526923.00

Add 18% for GST 5317.74 5866.02 7167.96 11329.20 13611.96 17811.18 7200.00 38700.00 45623.16 67846.14 94846.14

Add 15% OH and CP 3486.07 3845.50 4699.00 7426.92 8923.40 11676.22 4720.00 25370.00 29908.52 44476.91 62176.91


Rate Analysis -33 for Isolation and Scour Valves

Rate Analysis -32 for FCV and PRV



Executive Engineer

SJPNLPage No.99


Particulars 25 mm dia 50 mm dia 80 mm dia 100 mm dia 150 mm dia Particulars Cost


transportationNA 18991 25312 40474 56360

Basic rate

including

transportation

28651

Add for jointing

material 5000 5000 10000 10000 10000

Add for

jointing

material

2000


labour5000 5000 10000 10000 10000

Add for

laying, jointing

labour

3000

Total 10000.00 28991.00 45312.00 60474.00 76360.00 Total 33651.00

Add 18% for GST 1800.00 5218.38 8156.16 10885.32 13744.80Add 18% for

GST 6057.18

Add 15% OH and CP 1180.00 3420.94 5346.82 7135.93 9010.48Add 15% OH

and CP3970.82

Rate Including GST NA 37630.32 58814.98 78495.25 99115.28

Rate

Including

GST

43679.00

Rate Analysis -34 for Air ValvesRate Analysis -35 for

Pressure Transmitter



Executive Engineer

SJPNLPage No.100


Particulars 100 mm dia 150 mm dia 200 mm dia 250 mm dia 300 mm dia 350 mm dia 400 mm dia 450 mm dia 500 mm dia 600 mm dia


transportation98041 105692 125138 138297 158618 219362 249122 266894 310486 357802

Add for jointing

material


labour

Total 98041.00 105692.00 125138.00 138297.00 158618.00 219362.00 249122.00 266894.00 310486.00 357802.00

Add 18% for GST 17647.38 19024.56 22524.84 24893.46 28551.24 39485.16 44841.96 48040.92 55887.48 64404.36

Add 15% OH and CP 11568.84 12471.66 14766.28 16319.05 18716.92 25884.72 29396.40 31493.49 36637.35 42220.64

Rate Including GST 127257.22 137188.22 162429.12 179509.51 205886.16 284731.88 323360.36 346428.41 403010.83 464427.00

Rate Analysis -36 for Flow (Bulk) Meter



Executive Engineer

SJPNLPage No.101


Particulars 15 mm dia 20 mm dia 25 mm dia Particulars 15 mm dia 20 mm dia 25 mm dia


transportation7984 8708 10154

Basic rate

including

transportation

6487 9979 12973

Add for jointing

material

Add for

jointing

material

500 500 500


labour

Add for

laying, jointing

labour

500 500 500

Total 7984.00 8708.00 10154.00 Total 7487.00 10979.00 13973.00

Add 18% for GST 1437.12 1567.44 1827.72Add 18% for

GST 1347.66 1976.22 2515.14

Add 15% OH and CP 942.11 1027.54 1198.17Add 15% OH

and CP883.47 1295.52 1648.81

Rate Including GST 10363.23 11302.98 13179.89

Rate

Including

GST

9718.13 14250.74 18136.95

Rate Analysis - 37 for AMR Consumer Meter Rate Analysis - 38 for Direct Acting PRV



Executive Engineer

SJPNLPage No.102


S.N. Description 15 mm 20 mm 25 mm

1

Providing and fixing brass ferrule with C.I. mouth cover

including boring and tapping the main CPWD DSR

18.20, P.N. 1200

243.6 280.65 363.7

2

Providing and fixing G.I. pipes complete with G.I. fittings

including trenching and refilling etc.CPWD DSR 18.12,

P.N. 1187

1602 1863 2058.5

3

Painting G.I. pipes and fittings with synthetic enamel

white paint with two coats over a ready mixed priming

coat, both of approved quality for new work :CPWD DSR

18.38, P.N. 1236

99.5 118 155

4

Providing and fixing G.I. Union in G.I. pipe including

cutting and threading the pipe and making long screws

etc. complete (New work) CPWD DSR 18.46, P.N. 1252

295.5 341.9 411.6

5

Providing and fixing ball valve (brass) of approved

quality, High or low pressure, with plastic floats complete

: CPWD DSR 18.46, P.N. 1252

287.25 327.05 331.95

6

Constructing masonry Chamber 30x30x50 cm inside, in

brick work in cement mortar 1:4 (1 cement :4 coarse

sand) for stop cock, with C. I. surface box 100x100 x75

mm (inside) with hinged cover fixed in cement concrete

slab 1:2:4

mix (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size), i/c necessary

excavation, foundation concrete 1:5:10 ( 1 cement : 5

fine sand : 10 graded stone aggregate 40mm nominal

size ) and inside plastering with cement mortar 1:3 (1

cement : 3 coarse sand) 12mm thick, finished with a

floating coat of neat cement complete as per standard

design CPWD DSR 18.46, P.N. 1252

1195.35 1195.35 1195.35

Total 3723.2 4125.95 4516.1

Above rates are of CPWD DSR 2016, hence increase

35% for 2021. Hence Final Rate5026.32 5570.0325 6096.735

Rate Analysis - 39 for House Service Connection



Executive Engineer

SJPNLPage No.103

Shimla Jal Prabandhan Nigam Limited M and R

S.N. Year Population Tot. Qty. LtrsTotal Estt.

Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

1 2020 243250 21818159 17011771 5909500 22921271 2.88

2 2021 248264 23141800 18208128 6204975 24413103 2.89

3 2022 253279 24465441 19488636 6515224 26003860 2.91

4 2023 258293 25789082 20859588 6840985 27700573 2.94

5 2024 263308 27112724 22326276 7183034 29509310 2.98

6 2025 268322 28436365 23895660 7542186 31437846 3.03

7 2026 273337 29760006 25576476 7919295 33495771 3.08

8 2027 278351 31083647 27375720 8315260 35690980 3.15

9 2028 283366 32407288 29300496 8731023 38031519 3.22

10 2029 288380 33730929 31361244 9167574 40528818 3.29

11 2030 293395 35054571 33566772 9625953 43192725 3.38

12 2031 298409 36378212 35927592 10107250 46034842 3.47

13 2032 303424 37701853 38454252 10612613 49066865 3.57

O & M EXPENDITURE STATEMENT


World Bank Program




Executive Engineer

SJPNLPage No.104



Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

14 2033 308438 39025494 41159040 11143244 52302284 3.67

15 2034 313453 40349135 44054244 11700406 55754650 3.79

16 2035 318467 41672776 47153928 12285426 59439354 3.91

17 2036 324814 43403489 50472156 12899697 63371853 4

18 2037 331161 45134202 54023064 13544682 67567746 4.1

19 2038 337508 46864915 57824232 14221916 72046148 4.21

20 2039 343856 48595628 61893276 14933012 76826288 4.33

21 2040 350203 50326341 66249516 15679663 81929179 4.46

22 2041 356550 52057054 70912452 16463646 87376098 4.6

23 2042 362897 53787767 75903252 17286828 93190080 4.75

24 2043 369244 55518480 81244860 18151170 99396030 4.9

25 2044 375591 57249193 86963700 19058728 106022428 5.07

26 2045 381938 58979906 93084600 20011665 113096265 5.25

27 2046 388285 60710619 99637536 21012248 120649784 5.44

28 2047 394633 62441332 106650924 22062860 128713784 5.65

29 2048 400980 64172045 114159996 23166003 137325999 5.86



Executive Engineer

SJPNLPage No.105



Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

30 2049 407327 65902758 122196792 24324303 146521095 6.09

31 2050 413674 67633471 130800204 25540518 156340722 6.33



Executive Engineer

SJPNLPage No.106


Year Supervisor Rate Amount Electrician Rate Amount

Pump

Operator/

Fitter etc.

Rate Amount Labour Rate AmountTotal Estt.

Charges

2020 3.0 14850 534600 0 12690 0 25 9878 2963520 114 9878 13513651 17011771

2021 3.0 16038 577368 0 13705 0 25 10570 3171000 114 10570 14459760 18208128

2022 3.0 17321 623556 0 14801 0 25 11310 3393000 114 11310 15472080 19488636

2023 3.0 18707 673452 0 15985 0 25 12102 3630600 114 12102 16555536 20859588

2024 3.0 20204 727344 0 17264 0 25 12949 3884700 114 12949 17714232 22326276

2025 3.0 21820 785520 0 18645 0 25 13855 4156500 114 13855 18953640 23895660

2026 3.0 23566 848376 0 20137 0 25 14825 4447500 114 14825 20280600 25576476

2027 3.0 25451 916236 0 21748 0 25 15863 4758900 114 15863 21700584 27375720

2028 3.0 27487 989532 0 23488 0 25 16973 5091900 114 16973 23219064 29300496

2029 3.0 29686 1068696 0 25367 0 25 18161 5448300 114 18161 24844248 31361244

2030 3.0 32061 1154196 0 27396 0 25 19432 5829600 114 19432 26582976 33566772

2031 3.0 34626 1246536 0 29588 0 25 20792 6237600 114 20792 28443456 35927592

2032 3.0 37396 1346256 0 31955 0 25 22247 6674100 114 22247 30433896 38454252

2033 3.0 40388 1453968 0 34511 0 25 23804 7141200 114 23804 32563872 41159040

2034 3.0 43619 1570284 0 37272 0 25 25470 7641000 114 25470 34842960 44054244

2035 3.0 47109 1695924 0 40254 0 25 27253 8175900 114 27253 37282104 47153928

ESTABLISHMENT CHARGES


World Bank Program




Executive Engineer

SJPNLPage No.107



Pump

Operator/

Fitter etc.


Charges

2036 3.0 50878 1831608 0 43474 0 25 29161 8748300 114 29161 39892248 50472156

2037 3.0 54948 1978128 0 46952 0 25 31202 9360600 114 31202 42684336 54023064

2038 3.0 59344 2136384 0 50708 0 25 33386 10015800 114 33386 45672048 57824232

2039 3.0 64092 2307312 0 54765 0 25 35723 10716900 114 35723 48869064 61893276

2040 3.0 69219 2491884 0 59146 0 25 38224 11467200 114 38224 52290432 66249516

2041 3.0 74757 2691252 0 63878 0 25 40900 12270000 114 40900 55951200 70912452

2042 3.0 80738 2906568 0 68988 0 25 43763 13128900 114 43763 59867784 75903252

2043 3.0 87197 3139092 0 74507 0 25 46826 14047800 114 46826 64057968 81244860

2044 3.0 94173 3390228 0 80468 0 25 50104 15031200 114 50104 68542272 86963700

2045 3.0 101707 3661452 0 86905 0 25 53611 16083300 114 53611 73339848 93084600

2046 3.0 109844 3954384 0 93857 0 25 57364 17209200 114 57364 78473952 99637536

2047 3.0 118632 4270752 0 101366 0 25 61379 18413700 114 61379 83966472 106650924

2048 3.0 128123 4612428 0 109475 0 25 65676 19702800 114 65676 89844768 114159996

2049 3.0 138373 4981428 0 118233 0 25 70273 21081900 114 70273 96133464 122196792

2050 3.0 149443 5379948 0 127692 0 25 75192 22557600 114 75192 102862656 130800204



Executive Engineer

SJPNLPage No.108


Sr. No. SubworksNo of

Units

Superinte

ndent

Manager

(A.E.E.)

Supervisor

/Asstt.

Manager

(A.E.)

Assitant

Supervisor/

Junior

manager

Operators Fitters HelpersElectrician/

MechanicWatchman

1 Pump House 0.00 0 0 0 0 0 0 0 0

2 RWRM 0.00 0 0 0 0 0 0 0 0

3 WTP 0.00 0 0 0 0 0 0 0 0

4 PWRM 0.00 0 0 0 0 0 0 0 0

5 ESR/GSR 64.00 0 0 0 0 0 0 0 64

6 Gravity Main 0.00 0 0 0 0 0 0 0 0

7 D/System 25.00 0 0 0 0 25 50 0 0

Automation 1 0 3

0 3 0 0 25 50 0 64

Staff Pattern

Total


World Bank Program




Executive Engineer

SJPNLPage No.109


Annual M &

R Charges

Annual

Depreciation

(3x8) (5x7)

1 2 3 4 5 6 7 8 9 10

For Proposed Components

1

Providing and Laying of Pipes, Specials,

Valves, Meters for Distribution System

(GI Pipes (Heavy) 80 mm to 150 mm -

285.573 Km and MSERW Fe 410 Pipes

206.5 mm to 388.8 mm - 34.14 Km )

890000000 916700000 825030000 50 0.0076 0.25% 2225000 6270228

2

Civil Works for Distribution System (GI

Pipes (Heavy) 80 mm to 150 mm -


206.5 mm to 388.8 mm - 34.14 Km )

757800000 780534000 702480600 50 0.0076 0.25% 1894500 5338853

3

Construction of Reservoirs of various

capacities (Capacity Enhancement

capacity of 30 existing and 11 newly

proposed Reservoirs)

247400000 254822000 229339800 67 0.0039 0.50% 1237000 894425

4 Acquisition of Land for various Reservoirs 191000000 196730000 177057000 0 0

5 Plantation 20000000 20600000 18540000 0 0

6Staff Quarters at 11 Newly Pproposed

Reservoirs33600000 34608000 31147200 67 0.0039 0.50% 168000 121474

7 SCADA (Cloud Based) System 15400000 15862000 14275800 20 0.0354 2.50% 385000 505363

8House Service Connection, AMR

Consumer Meter and Direct Acting PRV1404400000 1446532000 1301878800 10 0.1000 5.00%

9Operation and Maintenance of the

Distribution System for 15 years592600000 610378000 549340200 0 0

4152200000 4276766000 5909500 13130343Total Rs.


World Bank Program


STATMENT SHOWING ANNUAL M & R CHARGES

Sr.

No.Sub Work Net cost Gross cost

90% of

Gross Cost

Life in

Years

Depreciation

Factor% of M & R



Executive Engineer

SJPNLPage No.110

PUMPING MAINS

ESTIMATE



1


Pumping Mains (GI Pipes (Heavy) 100 mm to 150 mm -

0.644 Km and MSERW Fe 410 Pipes 206.5 mm to 585 mm -

3.524 Km )

566.00

2

Civil Works for Pumping Mains (GI Pipes (Heavy) 100 mm to

150 mm - 0.644 Km and MSERW Fe 410 Pipes 206.5 mm to

585 mm - 3.524 Km )

125.00

3 Pumping Machinery 510.00

4 Construction of Pump House and staff quarter 580.00

5 Acquisition of Land for Pump House & Staff Quarter 225.00

6 Plantation 20.00

7 Express feeder, Substation and Transformer 695.00


9Operation and Maintenance of the Pumping Mains for 15

years2742.00

5486.00

165.00


Hydraulic Design & Network Modelling for Shimla Water Supply


Total Net Cost


Recapitulation Sheet for Pumping Mains

World Bank Project

Yash Innovative solutions LLP


Executive Engineer

SJPNLPage No.111



1Providing and Laying in trenches Galvanised mild steel pipe of following description

conforming to I.S 1239/2000 Heavy class, jointing all fitting , bends, Tees, Collars,

Tappers etc.including hydraullic testing of pipes as per direction of Engineer in

charge etc all complete


100 mm 621.70 Rmt 1402.08 871672.00


150 mm 22.80 Rmt 2079.89 47422.00


2 Providing & laying in trenches MS ERW Pipelines of given dia conforming to IS:

3589-2001,steel grade Fe 410 with wall thickness , weight per meter, flanges as

described in analysis

206.5 mm dia 29.30 RMT 3676.43 107719.00


260.3 mm dia 373.10 RMT 4601.77 1716920.00




Providing and Laying of Pipes, Specials, Valves, Meters for Pumping Mains (GI Pipes (Heavy) 100 mm to 150 mm - 0.644 Km and MSERW Fe

410 Pipes 206.5 mm to 585 mm - 3.524 Km )

Abstract

World Bank Project



Executive Engineer

SJPNLPage No.112



309.7 mm dia 22.90 RMT 5977.04 136874.00


312.7 mm dia 90.50 RMT 6029.63 545682.00


341.5 mm dia 1424.40 RMT 7204.99 10262788.00


396.4 mm dia 464.70 RMT 13327.00 6193057.00


419 mm dia 1102.30 RMT 10733.37 11831394.00


585 mm dia 16.80 RMT 18109.88 304246.00



GI Specials 20% Job 919094 183819.00

MS Specials 20% Job 31098680 6219736.00

4

Providing, Suppying, fixing Electronically controlled valves with inbuilt hydraulic

controller, communication, data logger, standby battery. With inbuilt communication

the controller can send the data directly to SCADA system. No RTU,

Communication moden, external battery is required. for Flow Control Valves


100 1.00 No. 214053.18 214053.00

150 3.00 No. 259659.71 778979.00

200 4.00 No. 361152.92 1444612.00



Executive Engineer

SJPNLPage No.113



250 1.00 No. 464510.07 464510.00

300 1.00 No. 514163.76 514164.00

600 1.00 No. 1493460.63 1493461.00

5



the controller can send the data directly to SCADA system. No RTU,

Communication moden, external battery is required. for Pressure Reducing Valves


100 1.00 No. 214053.18 214053.00

150 2.00 No. 259659.71 519319.00

200 4.00 No. 361152.92 1444612.00

250 1.00 No. 464510.07 464510.00

300 1.00 No. 514163.76 514164.00

600 1.00 No. 1493460.63 1493461.00



Executive Engineer

SJPNLPage No.114



6 Providing, fixing, testing, commissioning Ductile Iron, Resilient (Soft Seated),

Glandless, Sluice Valve of Non Rising spindle type. The Valve will be WRAS

approved. Valve will be fully protected from corrosion by electro-statically applying

epoxy coating of minimum 250 microns. The Valve will have 'O' ring, gland sealing

& pocket less body passage for unobstructed flow and debris free bottom. Body,

Bonnet, Gland will be in Ductile Iron grade GGG50 / SGI 500-7, Lower grade shall

not be supplied. Spindle shall be of SS : 420/304. The gland ('O' Ring) section will

be of Ductile Iron, Tamper resistant and will be separate unit from bonnet housing.

Brass/GM/Bronze Glands shall not be accepted. The spindle nut will be housed

separately in Wedge Groove and will not be encapsulated with EPDM Wedge. The

valve shall have Dust/Ingression resistant washer at spindle top. The spindle,

spindle nut, O rings shall be interchangeable design. The flanges shall be drilled as

per IS: 1538 & the face to face shall confirm to IS: 14846. The Valve will be suitable

for PN 1.6 Pressure Ratings.





O-Ring - Rubber NBR




Wedge - Ductile Iron + Vulcanized Rubber DIN:1693 Gr. GGG - 50 Vulcanized with

EPDM. for Isolation Valve


100 1.00 No. 42300.52 42301.00

150 3.00 No. 51688.96 155067.00

200 5.00 No. 81696.12 408481.00



Executive Engineer

SJPNLPage No.115



250 1.00 No. 98157.36 98157.00

300 2.00 No. 128438.40 256877.00

500 1.00 No. 489246.05 489246.00

600 2.00 No. 683946.05 1367892.00



Executive Engineer

SJPNLPage No.116






epoxy coating of minimum 250 microns. The Valve will have 'O' ring, gland sealing

& pocket less body passage for unobstructed flow and debris free bottom. Body,


not be supplied. Spindle shall be of SS : 420/304. The gland ('O' Ring) section will

be of Ductile Iron, Tamper resistant and will be separate unit from bonnet housing.



valve shall have Dust/Ingression resistant washer at spindle top. The spindle,

spindle nut, O rings shall be interchangeable design. The flanges shall be drilled as

per IS: 1538 & the face to face shall confirm to IS: 14846. The Valve will be suitable

for PN 1.6 Pressure Ratings.





O-Ring - Rubber NBR





EPDM. for Scour Valve


400 1.00 No. 279070.00 279070.00



Executive Engineer

SJPNLPage No.117



8

Manufacturing, Testing and Supplying Ductile Iron, Tamper Proof, Single chamber,

High Performance, Umbrella Sealing Arc design, Full port (Equal Size inlet &

outlets), Kinetic Air Release valve, for High Discharge, Venting, and Anti Vacuum

Function. The Inlet & Outlet parts of Air Valves should be equal to or larger than the

area of the nominal valve size to provide full flow area through the valve. The Valve

will be supplies with DI Resilient Seated Isolating Sluice Valve of PN 1.6 Rating.

The Valve shall be WRAS Approved. Body & top Cover will be in Ductile Iron Grade

GGG-50 or SGI 500/7. Lower grade shall not be supplied. The Ball, Ball Cage and

Umbrella sealing arc will be in SS: 304. The Valve will be suitable for PN 1.6

Pressure Ratings. All the top cover fasteners shall be of L & Key type with weather

proof PV cap, moisture & ingression resistant. The Sealing Arc shall be guided at

top and shall be capable of sealing at 0.2 kg/cm2. Valve will be fully protected from

corrosion by electro-statically applying epoxy coating of minimum 250 microns. The

flanges shall be drilled as per IS: 1538. The Cage, Ball, Arc, Gaskets, all will be

interchangeable.

AIR VALVE












O-Ring - Rubber NBR





Executive Engineer

SJPNLPage No.118




25 (Rates not avialable Hence rates of 50 mm are taken, Valve shall also be of 50

mm)5.00 No.

37630.32188152.00

50 3.00 No. 37630.32 112891.00

9

Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO

4064, for Raw/Pure water with accuracy +/-0.5% of measured value & protection as

per given specifications for size 100 mm-1000mm including sensor, transmitter

surge arrestor, cable suitable size for 25 mtrs built in GSM ( with Simcard and its

charges,valid for 36 months) including the pipe cutting, leveling and installation of

flow meter in the pipelines with necessary tool tackles, cranes including 36 months

guarantee etc complete, as may be required at site & based on technical

specifications


100 2.00 No. 127257.22 254514.00

150 3.00 No. 137188.22 411565.00

200 4.00 No. 162429.12 649716.00

250 4.00 No. 179509.51 718038.00

300 2.00 No. 205886.16 411772.00

450 1.00 No. 346428.41 346428.00

600 2.00 No. 464427.00 928854.00



Executive Engineer

SJPNLPage No.119



10

Designing, Supplying, Installing, commissioning & testing of pressure transmitter

CE markd with following technical parameters at Raw Water Pump House and

Interfacing with PLC panel including Mounting arrangement.

Output 4-20 mA


Display - 4" LED


Enclosure- IP 67

34.00 No. 43679.00 1485086.00





Executive Engineer

SJPNLPage No.120


No. L B D





100 mm

pump house (PH_Kamnadevi) to the KamnadeviTemple 615.9 615.90 Rmt

North Oak 5.8 5.80 Rmt

150 mm

Dhingodevi Dalli 22.8 22.80 Rmt



206.5 mm dia

pump house (PH_Kamnadevi) to the KamnadeviTemple 0.8 0.80 Rmt

Kusumpti 28.5 28.50 Rmt

260.3 mm dia


Jakhu 72.3 72.30 Rmt

309.7 mm dia


Jakhu 9.5 9.50 Rmt

312.7 mm dia


341.5 mm dia


Jakhu 630.3 630.30 Rmt

396.4 mm dia

Sanjauli tank to the BPT1 464.7 464.70 Rmt

Unit

1



Providing and Laying of Pipes, Specials, Valves, Meters for Pumping Mains (GI Pipes (Heavy) 100 mm to 150 mm - 0.644 Km and MSERW Fe 410 Pipes 206.5 mm to 585

mm - 3.524 Km )

Measurement Sheet

World Bank Project

2

Sr.

No.Description

MeasurementsQty.



Executive Engineer

SJPNLPage No.121


No. L B DUnit

Sr.

No.Description

MeasurementsQty.

419 mm dia

Jakhu 1102.3 1102.30 Rmt

585 mm dia

Sanjauli tank to the BPT1 16.8 16.80 Rmt


GI Specials 20% Job

MS Specials 20% Job

4Providing, Suppying, fixing Electronically controlled valves with inbuilt hydraulic controller, communication,

data logger, standby battery. With inbuilt communication the controller can send the data directly to

SCADA system. No RTU, Communication moden, external battery is required. for Flow Control Valves

100 1 1.00 No.

150 3 3.00 No.

200 4 4.00 No.

250 1 1.00 No.

300 1 1.00 No.

600 1 1.00 No.

5 Providing, Suppying, fixing Electronically controlled valves with inbuilt hydraulic controller, communication,

data logger, standby battery. With inbuilt communication the controller can send the data directly to

SCADA system. No RTU, Communication moden, external battery is required. for Pressure Reducing

Valves

100 1 1.00 No.

150 2 2.00 No.

200 4 4.00 No.

250 1 1.00 No.

300 1 1.00 No.

600 1 1.00 No.



Executive Engineer

SJPNLPage No.122


No. L B DUnit

Sr.

No.Description

MeasurementsQty.







unit from bonnet housing. Brass/GM/Bronze Glands shall not be accepted. The spindle nut will be housed

separately in Wedge Groove and will not be encapsulated with EPDM Wedge. The valve shall have

Dust/Ingression resistant washer at spindle top. The spindle, spindle nut, O rings shall be interchangeable

design. The flanges shall be drilled as per IS: 1538 & the face to face shall confirm to IS: 14846. The

Valve will be suitable for PN 1.6 Pressure Ratings.





O-Ring - Rubber NBR





Valve

100 1 1.00 No.

150 3 3.00 No.

200 5 5.00 No.

250 1 1.00 No.

300 2 2.00 No.

500 1 1.00 No.

600 2 2.00 No.



Executive Engineer

SJPNLPage No.123


No. L B DUnit

Sr.

No.Description

MeasurementsQty.







unit from bonnet housing. Brass/GM/Bronze Glands shall not be accepted. The spindle nut will be housed

separately in Wedge Groove and will not be encapsulated with EPDM Wedge. The valve shall have

Dust/Ingression resistant washer at spindle top. The spindle, spindle nut, O rings shall be interchangeable

design. The flanges shall be drilled as per IS: 1538 & the face to face shall confirm to IS: 14846. The

Valve will be suitable for PN 1.6 Pressure Ratings.





O-Ring - Rubber NBR





Valve

400 1 1.00 No.



Executive Engineer

SJPNLPage No.124


No. L B DUnit

Sr.

No.Description

MeasurementsQty.






Approved. Body & top Cover will be in Ductile Iron Grade GGG-50 or SGI 500/7. Lower grade shall not be

supplied. The Ball, Ball Cage and Umbrella sealing arc will be in SS: 304. The Valve will be suitable for

PN 1.6 Pressure Ratings. All the top cover fasteners shall be of L & Key type with weather proof PV cap,

moisture & ingression resistant. The Sealing Arc shall be guided at top and shall be capable of sealing at

0.2 kg/cm2. Valve will be fully protected from corrosion by electro-statically applying epoxy coating of

minimum 250 microns. The flanges shall be drilled as per IS: 1538. The Cage, Ball, Arc, Gaskets, all will

be interchangeable.

AIR VALVE












O-Ring - Rubber NBR





25 (Rates not avialable Hence rates of 50 mm are taken, Valve shall also be of 50 mm) 5 5.00 No.

50 3 3.00 No.



Executive Engineer

SJPNLPage No.125


No. L B DUnit

Sr.

No.Description

MeasurementsQty.





meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as

may be required at site & based on technical specifications

100 2 2.00 No.

150 3 3.00 No.

200 4 4.00 No.

250 4 4.00 No.

300 2 2.00 No.

450 1 1.00 No.

600 2 2.00 No.

10

Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with following

technical parameters at Raw Water Pump House and Interfacing with PLC panel including Mounting

arrangement.

Output 4-20 mA


Display - 4" LED


Enclosure- IP 67

34.00 34.00 No.



Executive Engineer

SJPNLPage No.126



1

Excavation in foundations, trenches etc., in earth work, lift upto 1.5m stacking the

soil not more than 3 meters clear from the edge of the excavation and then

returning the stacked soil in 15cm layers, when required into the plinths sides of

foundations etc., consolidating each deposited layer by ramming and watering

and then disposing of all surplus excavated earth as directed within a lead of 20

meters

3361.32 Cum 547.71 1841021.00


2Cutting in earth work and disposal of excavated earth upto a lead of 20mtr. In

pick jumper work. 50% each for laying of pipe line and civil structures.1680.66 Cum 409.27 687840.00


Constructing chambers with C.I surface box 100mm top dia & 180mm deep

(inside) with chained lid & RCC Walls and slab 1:1.5:3 (M20), 230mm thick and

100mm thick PCC 1:2:4 (M15) finished with a floating coat of neat cement

including curing complete





Civil Works for Pumping Mains (GI Pipes (Heavy) 100 mm to 150 mm - 0.644 Km and MSERW Fe 410 Pipes 206.5 mm to 585 mm - 3.524 Km )

Abstract

3

World Bank Project



Executive Engineer

SJPNLPage No.127





c) 1200mmx1200mmx750mm inside size with 200 mm thick RCC Wall 7.00 No. 36851.71 257962.00


d) 1500mmx1500mmx750mm inside size with 200 mm thick RCC Wall 8.00 No. 47886.35 383091.00


4Providing and constructing Anchor blocks/Thrust blocks for the pipeline

(Considering 30 blocks per km)125.00 No. 27077.27 3384659.00


5 Road Restoration 3334.80 Sqm 1400.00 4668720.00







Executive Engineer

SJPNLPage No.128


No. L B D

1

Excavation in foundations, trenches etc., in earth work, lift upto

1.5m stacking the soil not more than 3 meters clear from the edge

of the excavation and then returning the stacked soil in 15cm

layers, when required into the plinths sides of foundations etc.,

consolidating each deposited layer by ramming and watering and

then disposing of all surplus excavated earth as directed within a

lead of 20 meters


100 mm 621.70 0.70 0.60 261.11 Cum

150 mm 22.80 0.75 0.60 10.26 Cum

For MSERW Pipes

206.5 mm dia 29.30 0.80 0.60 14.06 Cum

260.3 mm dia 373.10 0.85 0.60 190.28 Cum

309.7 mm dia 22.90 0.90 0.75 15.46 Cum

312.7 mm dia 90.50 0.90 0.75 61.09 Cum

341.5 mm dia 1424.40 0.95 0.90 1217.86 Cum

396.4 mm dia 464.70 1.00 1.00 464.70 Cum



Civil Works for Pumping Mains (GI Pipes (Heavy) 100 mm to 150 mm - 0.644 Km and MSERW Fe 410 Pipes 206.5 mm to 585 mm - 3.524 Km )

Measurement Sheet

Sr. No. DescriptionMeasurements

Qty. Unit

World Bank Project



Executive Engineer

SJPNLPage No.129




419 mm dia 1102.30 1.00 1.00 1102.30 Cum

585 mm dia 16.80 1.20 1.20 24.19 Cum

2

Cutting in earth work and disposal of excavated earth upto a lead of

20mtr. In pick jumper work. 50% each for laying of pipe line and

civil structures.

1680.66 Cum

3

Constructing chambers with C.I surface box 100mm top dia &

180mm deep (inside) with chained lid & RCC Walls and slab

1:1.5:3 (M20), 230mm thick and 100mm thick PCC 1:2:4 (M15)

finished with a floating coat of neat cement including curing

complete

a) 600mmx600mmx750mm inside size with 200 mm thick RCC

Wall 24.00 24.00 No.

b) 900mmx900mmx750mm inside size with 200 mm thick RCC

Wall 24.00 24.00 No.

c) 1200mmx1200mmx750mm inside size with 200 mm thick RCC

Wall 7.00 7.00 No.

d) 1500mmx1500mmx750mm inside size with 200 mm thick RCC

Wall 8.00 8.00 No.



Executive Engineer

SJPNLPage No.130




4 Providing and constructing Anchor blocks/Thrust blocks for the

pipeline (Considering 30 blocks per km)125 125.00 No.

5 Road Restoration 1 3334.8 1 3334.80 Sqm




Executive Engineer

SJPNLPage No.131


Sr.

No.Description No HP Unit Rate Amount

1 Supply & errection of pumping machinery alongwith its allied

accessories. complete with a provision of 100% stand by t each

pure water stage including surge control devices.

pump house (PH_Kamnadevi) to the KamnadeviTemple 2 55 BHP 30000 3300000.00

Sanjauli tank to the BPT1 2 75 BHP 30000 4500000.00

Sump_Digodevi_Rest to various tanks in this area 2 75 BHP 30000 4500000.00

Kusumpti tank to HP_PWD_Near_Kusumpti 2 495 BHP 25000 24750000.00

Sanjauli tank to Jakhu tanks 2 10 BHP 30000 600000.00

Sanjauli tank to North_Oak_1 2 180 BHP 28000 10080000.00

Head work to Ridge and Sanjauli tanks 2 55 BHP 30000 3300000.00

51030000.00


World Bank Project

ABSTRACT OF COST

Total Rs. In Lac.


Pumping Machinery



Executive Engineer

SJPNLPage No.132



1 Construction of pump house cum attendant quarter 2 Nos. of 600

Sqm. Each for Kusumpti tank to HP_PWD_Near_Kusumpti and

Sanjauli tank to North_Oak_1

1200 30545 Per Sqm. 36654000.00



5years.

2 Construction of staff quarters Type-I,II & III. At New Reservoir 100

sqm x 7 pumping station

700 30545 Per Sqm. 21381500.00



5years.



World Bank Project


Construction of Pump House and staff quarter

ABSTRACT OF COST



Executive Engineer

SJPNLPage No.133




For Pump House 1200

For Staff Quarter 700

Total area 1900 Sqm 11850.00 22515000.00


Acquisition of Land for Pump House & Staff Quarter

ABSTRACT OF COST


World Bank Project




Executive Engineer

SJPNLPage No.134



1 Plantation in forest land/ cost of trees etc. L.S

LS 2000000.00


Plantation

ABSTRACT OF COST


World Bank Project




Executive Engineer

SJPNLPage No.135


Sr. No. Description Qty Unit Rate Amount

1 Supply & errection of Transformer and Substation alongwith its

allied accessories.

pump house (PH_Kamnadevi) to the KamnadeviTemple 1 Job 1000000 1000000.00

Sanjauli tank to the BPT1 1 Job 1000000 1000000.00

Sump_Digodevi_Rest to various tanks in this area 1 Job 1000000 1000000.00

Kusumpti tank to HP_PWD_Near_Kusumpti 1 Job 10000000 10000000.00

Sanjauli tank to Jakhu tanks 1 Job 500000 500000.00

Sanjauli tank to North_Oak_1 1 Job 5000000 5000000.00

Head work to Ridge and Sanjauli tanks 1 Job 1000000 1000000.00

2 Supply & errection of Express feeder alongwith its allied

accessories at each pumping station. Quotation from HPEBL

1 Job 50000000 50000000.00



World Bank Project


Express feeder, Substation and Transformer

ABSTRACT OF COST



Executive Engineer

SJPNLPage No.136



1

Supply, Installation, Commissioning, Testing, Terminating & Interfacing

Software Design to PLC and commissioning of SCADA software with required

hard tags plus 25% extra and with unlimited soft Tags & life time licence

Development version

1.00 Nos 450000 450000

2Developing/programming charges to install the software as per logic defined by

the dept.1.00 Nos 250000 250000

3

Supply, Installation, Testing, Terminating & Interfacing Centralised Historian

Server grade Historian PC with Window 7 or latest window operating system &

Historian software development cost etc. complete

1.00 Nos 85000 85000

4

Supply, Installation, Testing, Terminating & Interfacing Secondary Computer

Station Secondary computer station etc.

1.00 Nos 65000 65000

5Supply, Installation, Testing, Intgeration & Commissioning of 46" LCD monitor

at Conf. Room for display of total water system (Online) 1.00 Nos 98000 98000




Abstract

World Bank Project



Executive Engineer

SJPNLPage No.137



6

Supplying and erecting window model mounted type room Air-Conditioner 3 star

230/250 V 50 cycles single phase A.C.supply 2 TRcapacity complete with gas

R410A/R32 at position in provided recess with wooden frame as per

specification No.AP-AC/WAC

1.00 Nos 45000 45000

7 Power Supply From Electrcity Department at each location of PRV and FCV 35.00 Job 10000.00 350000.00


9

Designing, Supplying, Installing, commissioning & testing of Ultrasonic level

transmitter CE marked with following technical parameters and Interfacing with

PLC panel including Mounting accessories.

14 Jobs 53125.842 743762.00




Executive Engineer

SJPNLPage No.138



1Providing staff for the operation and Maintenance of

Transmission lines

1 Fitter for 10 to 15 km as per CPHEEO manual

2 Helper for 10 to 15 km as per CPHEEO manual


Hence 2 fitter and 4 Helper per day will be required


2021 1.00 Job 7680408.00 7680408.00

2022 1.00 Job 8223876.00 8223876.00

2023 1.00 Job 8805996.00 8805996.00

2024 1.00 Job 9429072.00 9429072.00

2025 1.00 Job 10096080.00 10096080.00

2026 1.00 Job 10810776.00 10810776.00

2027 1.00 Job 11576172.00 11576172.00

2028 1.00 Job 12395388.00 12395388.00

2029 1.00 Job 13272888.00 13272888.00

2030 1.00 Job 14212500.00 14212500.00



Operation and Maintenance of the Pumping Mains for 15 years

Abstract

World Bank Project



Executive Engineer

SJPNLPage No.139



2031 1.00 Job 15218760.00 15218760.00

2032 1.00 Job 16296240.00 16296240.00

2033 1.00 Job 17450256.00 17450256.00

2034 1.00 Job 18686124.00 18686124.00

2035 1.00 Job 20009940.00 20009940.00

2Maintenance and repairs of transmission lines including all

material and labour required.


2021 1.00 Job 3709387.50 3709388.00

2022 1.00 Job 3894856.88 3894857.00

2023 1.00 Job 4089599.72 4089600.00

2024 1.00 Job 4294079.70 4294080.00

2025 1.00 Job 4508783.69 4508784.00

2026 1.00 Job 4734222.87 4734223.00

2027 1.00 Job 4970934.02 4970934.00

2028 1.00 Job 5219480.72 5219481.00

2029 1.00 Job 5480454.75 5480455.00

2030 1.00 Job 5754477.49 5754477.00



Executive Engineer

SJPNLPage No.140



2031 1.00 Job 6042201.37 6042201.00

2032 1.00 Job 6344311.44 6344311.00

2033 1.00 Job 6661527.01 6661527.00

2034 1.00 Job 6994603.36 6994603.00

2035 1.00 Job 7344333.53 7344334.00




Executive Engineer

SJPNLPage No.141




Dhalli Store (IPH)

6 K.M. 0.5 K.M.


Sand Deothi Solan

60 K.M. 0.5 K.M.



115 K.M 0.5 K.M.



115 K.M 0.5 K.M.



6 K.M 0.5 K.M.


Brick/MSERW Pipe/GI

130 K.M 0 K.M.


Flanges

6 K.M. 0.5 K.M.






Lead Statement

LEAD CHART

World Bank Project



Executive Engineer

SJPNLPage No.142






1 Km. 0 103.5 0.00 1 Km. 0 103.50 0.00

2 Km. 0 119.49 0.00 2 Km. 0 119.49 0.00

3 Km. 0 135.32 0.00 3 Km. 0 135.32 0.00

4 Km. 0 150.70 0.00 4 Km. 0 150.70 0.00

5 Km. 1 165.35 165.35 5 Km. 1 165.35 165.35

5- 10 Km. 1 13.56 13.56 5- 10 Km. 1 13.56 13.56

10-20 Km. 0 11.32 0.00 10-20 Km. 0 11.32 0.00


TOTAL : 178.91 TOTAL : 178.91


1st. 1 Km. 0 431.84 0.00 1st. 1 Km. 0 911.43 0.00

1st. 100 Mtr 1 68.60 68.60 1st. 100 Mtr 1 144.81 144.81



Total : 230.04 Total : 485.53

3) Sand: 4)




1 Km. 0 155.25 0.00 1 Km. 0 155.25 0.00

2 Km. 0 179.24 0.00 2 Km. 0 179.24 0.00

3 Km. 0 202.98 0.00 3 Km. 0 202.98 0.00

4 Km. 0 226.05 0.00 4 Km. 0 226.05 0.00

5 Km. 1 248.03 248.03 5 Km. 1 248.03 248.03

5- 10 Km. 5 20.34 101.70 5- 10 Km. 5 20.34 101.70

10-20 Km. 10 16.98 169.80 10-20Km 10 16.98 169.80


TOTAL : 1090.33 TOTAL : 1875.18


Stone aggregate below

40mm.:



Executive Engineer

SJPNLPage No.143



1st. 1 Km. 0 732.74 0.00 1st. 1 Km. 0 732.74 0.00

1st. 100 Mtr 1 116.42 116.42 1st. 100 Mtr 1 116.42 116.42



5) 6)




1 Km. 0 168.02 0.00 1 Km. 0 155.25 0.00

2 Km. 0 193.98 0.00 2 Km. 0 179.24 0.00

3 Km. 0 219.67 0.00 3 Km. 0 202.98 0.00

4 Km. 0 244.64 0.00 4 Km. 0 226.05 0.00

5 Km. 1 268.43 268.43 5 Km. 1 248.03 248.03

5- 10 Km. 5 22.01 110.05 5- 10 Km. 1 20.34 20.34

10-20 Km. 10 18.38 183.80 10-20 Km. 0 16.98 0.00


TOTAL : 2029.08 TOTAL : 268.37


1st. 1 Km. 0 792.22 0.00 1st. 1 Km. 0 585.93 0.00

1st. 100 Mtr 1 125.86 125.86 1st. 100 Mtr 1 93.09 93.09



Total : 422.02 Total : 312.13

7) 7.1)




1 Km. 0 103.5 0.00 1 Km. 0 103.5 0.00

Stone aggregate 40mm

and above:

Timber(Local wood for

shuttering)and Shutter

GI Pipe below 100mm

dia :GI Pipe below 100mm dia :

LEAD From Chandigarh

:LEAD From IPH Store :



Executive Engineer

SJPNLPage No.144


2 Km. 0 119.49 0.00 2 Km. 0 119.49 0.00

3 Km. 0 135.32 0.00 3 Km. 0 135.32 0.00

4 Km. 0 150.70 0.00 4 Km. 0 150.70 0.00

5 Km. 1 165.35 165.35 5 Km. 1 165.35 165.35

5- 10 Km. 5 13.56 67.80 5- 10 Km. 5 13.56 67.80

10-20 Km. 10 11.32 113.20 10-20 Km. 10 11.32 113.20


TOTAL : 1449.51 TOTAL : 1449.51


1st. 1 Km. 0 535.00 0.00 1st. 1 Km. 0 535.00 0.00

1st. 100 Mtr 1 85.00 85.00 1st. 100 Mtr 1 85.00 85.00



Total : 285.00 Total : 285.00

8) 9)




1 Km. 0 706.97 0.00 1 Km. 0 964.05 0.00

2 Km. 0 816.21 0.00 2 Km. 0 1113.02 0.00

3 Km. 0 924.31 0.00 3 Km. 0 1260.42 0.00

4 Km. 0 1029.37 0.00 4 Km. 0 1403.69 0.00

5 Km. 1 1129.45 1129.45 5 Km. 1 1540.16 1540.16

5- 10 Km. 5 92.62 463.10 5- 10 Km. 5 126.30 631.50

10-20 Km. 10 77.34 773.40 10-20 Km. 10 105.46 1054.60


TOTAL : 9901.31 TOTAL : 13502.70


1st. 1 Km. 0 3057.20 0.00 1st. 1 Km. 0 5373.33 0.00

1st. 100 Mtr 1 485.72 485.72 1st. 100 Mtr 1 853.71 853.71




MSERW Pipe 250 mm

dia :







Executive Engineer

SJPNLPage No.145


Total : 1628.60 Total : 2862.43

10) 11)




1 Km. 0 1247.59 0.00 1 Km. 0 1767.42 0.00

2 Km. 0 1440.37 0.00 2 Km. 0 2040.53 0.00

3 Km. 0 1631.13 0.00 3 Km. 0 2310.77 0.00

4 Km. 0 1816.54 0.00 4 Km. 0 2573.43 0.00

5 Km. 1 1993.15 1993.15 5 Km. 1 2823.63 2823.63

5- 10 Km. 5 163.45 817.25 5- 10 Km. 5 231.56 1157.80

10-20 Km. 10 136.48 1364.80 10-20 Km. 10 193.35 1933.50


TOTAL : 17473.44 TOTAL : 24754.49


1st. 1 Km. 0 6724.09 0.00 1st. 1 Km. 0 9613.31 0.00

1st. 100 Mtr 1 1068.31 1068.31 1st. 100 Mtr 1 1527.35 1527.35



Total : 3581.99 Total : 5121.11

10) 11)




1 Km. 0 2356.56 0.00 1 Km. 0 4241.80 0.00

2 Km. 0 2720.70 0.00 2 Km. 0 4897.27 0.00

3 Km. 0 3081.03 0.00 3 Km. 0 5545.85 0.00

4 Km. 0 3431.24 0.00 4 Km. 0 6176.23 0.00

MSERW Pipe 350 mm

dia :







MSERW Pipe 600 mm

dia :







Executive Engineer

SJPNLPage No.146


5 Km. 1 3764.85 3764.85 5 Km. 1 6776.72 6776.72

5- 10 Km. 5 308.74 1543.70 5- 10 Km. 5 555.74 2778.70

10-20 Km. 10 257.80 2578.00 10-20 Km. 10 464.04 4640.40


TOTAL : 33006.35 TOTAL : 59410.30


1st. 1 Km. 0 11186.42 0.00 1st. 1 Km. 0 16406.73 0.00

1st. 100 Mtr 1 1777.28 1777.28 1st. 100 Mtr 1 2606.67 2606.67



Total : 5959.12 Total : 8740.03





1 Km. 0 103.50 0.00 1 Km. 0 388.13 0.00

2 Km. 0 119.49 0.00 2 Km. 0 448.10 0.00

3 Km. 0 135.32 0.00 3 Km. 0 507.45 0.00

4 Km. 0 150.70 0.00 4 Km. 0 565.13 0.00

5 Km. 1 165.35 165.35 5 Km. 1 620.07 620.07

5- 10 Km. 5 13.56 67.80 5- 10 Km. 5 50.85 254.25

10-20 Km. 10 11.32 113.20 10-20 Km. 10 42.46 424.60


TOTAL : 346.35 TOTAL : 5222.62


1st. 1 Km. 0 911.43 0.00 1st. 1 Km. 0 1367.88 0.00

1st. 100 Mtr 1 144.81 144.81 1st. 100 Mtr 0 217.32 0.00



Total : 144.81 Total : 0.00

(Assumed as




Executive Engineer

SJPNLPage No.147


Sr.

No.RATE UNIT





5 SAND 650.00 /CUM












17 MS BOLTS 22 mm 5975.00 /QTL.

18 MS FLAT 5000.00 /QTL.



21 BRICKS (I st Class) 4500.00 /1000

22 BRICKS II nd

Class) 4000.00 /1000





27 M.OIL 285.00 /LTS.





32 22mm RIVETS 6975.00 / QTL.


34 M.S.PLATES 4500.00 / QTL.

35 R.S.JOISTS 5000.00 / QTL.













** BASIC RATE **

Name of work:- Hydraulic Design & Network Modelling for Shimla Water Supply

DESCRIPTION OF ITEM



Executive Engineer

SJPNLPage No.148


Sr.






























83 P.G.I. SHEET 6000.00 /MT

84 800.00 /Cent


86 70.00 /KG

87 73.00 /KG

88 1373.00 /Meter

89 1703.00 /Meter

90 2318.00 /Meter

91 2880.00 /Meter

92 0.00 /Meter

93 4350.00 /Meter

94 0.00 /Meter

95 6140.00 /Meter

96 100 MM 105.00 EACH

97 150 MM 124.00 EACH

98 200 MM 171.00 EACH

99 250MM 295.00 EACH

100 300 MM 390.00 EACH

101 350 MM 703.00 EACH

Rubber Gasket EPDM







API Pipes (IS/ISO:3183-2007) Gr, X -

42 , 600 mm diaDI PIPE 150 MM DIA Including frieght charges Upto Kalka



API Pipes (IS/ISO:3183-2007) Gr, X -

42 450 mm dia



Executive Engineer

SJPNLPage No.149


Sr.


102 400 MM 798.00 EACH

103 450 MM 1121.00 EACH

104 500 MM 1350.00 EACH


(B)


88 FITTER (G-I) 292.00 252.00 /DAY

89 FITTER (G-II) 292.00 252.00 /DAY

90 MASON(G-1) 292.00 252.00 /DAY

91 MASON(G-II) 292.00 252.00 /DAY

92 PAINTER(G-I) 292.00 252.00 /DAY

93 PAINTER(G-II) 265.00 225.00 /DAY





98 BELDAR 250.00 210.00 /DAY

99 BHISTI 250.00 210.00 /DAY

100 MATE 250.00 210.00 /DAY


102 BHANDHANI 250.00 210.00 /DAY

103 DRILLER 250.00 210.00 /DAY




107 BLASTER 250.00 210.00 /DAY




33/2010 dt. 07-04-2017

Designation





Executive Engineer

SJPNLPage No.150


56.00 285.00 250.00 2500.00

1 2 3 4 5 6 7 8 9 10 11 12 13 14

1 12.00 5.65 17.30 5.77 323.12 0.22 62.70 1500.00 2500.00 4385.82 776.25

2 12.75 5.12 26.48 8.83 494.48 0.33 94.05 1500.00 2500.00 4588.53 896.20 119.95

3 13.12 4.69 34.14 11.38 637.28 0.43 122.55 1500.00 2500.00 4759.83 1014.89 118.69

4 13.50 4.34 40.72 13.57 759.92 0.51 145.35 1500.00 2500.00 4905.27 1130.25 115.36

5 13.88 4.06 46.60 15.53 869.68 0.58 165.30 1500.00 2500.00 5034.98 1240.14 109.89

6 14.25 3.82 51.84 17.28 967.68 0.65 185.25 1500.00 2500.00 5152.93 1348.93 108.79

7 14.63 3.62 56.68 18.89 1057.84 0.71 202.35 1500.00 2500.00 5260.19 1453.09 104.16

8 15.10 3.46 61.36 20.45 1145.20 0.77 219.45 1500.00 2500.00 5364.65 1550.48 97.39

9 15.38 3.31 65.58 21.86 1224.16 0.82 233.70 1500.00 2500.00 5457.86 1648.90 98.42

10 15.75 3.17 69.40 23.13 1295.28 0.87 247.95 1500.00 2500.00 5543.23 1748.65 99.75 101.70

11 16.13 3.06 73.32 24.44 1368.64 0.92 262.20 1500.00 2500.00 5630.84 1840.14 91.49

12 16.50 2.96 77.04 25.68 1438.08 0.96 273.60 1500.00 2500.00 5711.68 1929.62 89.48

13 16.88 2.87 80.62 26.87 1504.72 1.01 287.85 1500.00 2500.00 5792.57 2018.32 88.70

14 17.25 2.78 83.84 27.95 1565.20 1.05 299.25 1500.00 2500.00 5864.45 2109.51 91.19

15 17.63 2.71 87.30 29.10 1629.60 1.09 310.65 1500.00 2500.00 5940.25 2191.97 82.46

16 18.00 2.64 90.48 30.16 1688.96 1.13 322.05 1500.00 2500.00 6011.01 2276.90 84.93

17 18.38 2.58 93.72 31.24 1749.44 1.18 336.30 1500.00 2500.00 6085.74 2358.81 81.91

18 18.75 2.52 96.72 32.24 1805.44 1.21 344.85 1500.00 2500.00 6150.29 2440.59 81.78

19 19.13 2.47 99.86 33.29 1864.24 1.25 356.25 1500.00 2500.00 6220.49 2518.42 77.83

20 19.50 2.42 102.80 34.27 1919.12 1.29 367.65 1500.00 2500.00 6286.77 2597.84 79.42 84.92

21 19.88 2.38 105.96 35.32 1977.92 1.32 376.20 1500.00 2500.00 6354.12 2669.80 71.96

22 20.25 2.34 108.96 36.32 2033.92 1.36 387.60 1500.00 2500.00 6421.52 2744.24 74.44

23 20.63 2.30 111.80 37.27 2087.12 1.40 399.00 1500.00 2500.00 6486.12 2820.05 75.81

24 21.00 2.26 114.48 38.16 2136.96 1.43 407.55 1500.00 2500.00 6544.51 2895.80 75.75

25 21.38 2.23 117.50 39.17 2193.52 1.48 421.80 1500.00 2500.00 6615.32 2966.51 70.71

26 21.75 2.20 120.40 40.13 2247.28 1.51 430.35 1500.00 2500.00 6677.63 3035.29 68.78

27 22.13 2.17 123.18 41.06 2299.36 1.54 438.90 1500.00 2500.00 6738.26 3105.19 69.90

28 22.50 2.14 125.84 41.95 2349.20 1.57 447.45 1500.00 2500.00 6796.65 3176.00 70.81

29 22.88 2.11 128.38 42.79 2396.24 1.60 456.00 1500.00 2500.00 6852.24 3247.51 71.51

30 23.25 2.09 131.40 43.80 2452.80 1.64 467.40 1500.00 2500.00 6920.20 3311.10 63.59 71.33


Lead

inK.M

.(L)


No.

No.of Km.

done

2NL+6

Litre of

diesel

consumed

Litre of

Diesel @

per Ltr.

Litres of

M.Oil

consumed

Cost of

M.Oil @

per litre

Cost of 6

Beldar @

per day

Hire

Charges

of Truck

@ per day

Total

cost

Col.No6+

8+9+10

Cost per

trip

Increas

e in

Cost per

Km over

previou

s Km.

Average

cost per

additional

Km.after

five Km.



Executive Engineer

SJPNLPage No.151


776.25 896.20 1014.89 1130.25 1240.14 101.70 84.92

1 2 3 4 5 6 7 8 9 10 11 12







Stones.

5 cu.m 4.62 1 cu.m 168.02 193.98 219.67 244.64 268.43 22.01 18.38

7 Soling stone, stone block & stone

for filling crates

5 cu.m 4.25 1 cu.m 182.65 210.87 238.80 265.94 291.80 23.93 19.98

8 Bricks. 2000Nos. 2000.00 1000 Nos. 388.13 448.10 507.45 565.13 620.07 50.85 42.46


10 Slates. 14450Nos. 14450.00 1000 Nos. 53.72 62.02 70.23 78.22 85.82 7.04 5.88




materials.

7.50 Tonne 7.50 1 Tonne 103.50 119.49 135.32 150.70 165.35 13.56 11.32



15 Timber 5 cu.m 5.00 1 cu.m 155.25 179.24 202.98 226.05 248.03 20.34 16.98




329.40m 329.40 100m 235.66 272.07 308.10 343.12 376.48 30.87 25.78

14.27

15.85

21.65

4.94

28.53

9.51

12.97

9.51

14.27

15.44

16.78

35.67

22.29

13

11.89

14.86

12.92

23.78


BE PAID

AFTER

DEDUCTION

OF VOIDS.



5Km.UP TO

10 Km.

BEYOND

10Km.UP

TO 20 Km.

BEYOND 20Km

/Km.

71.33



Executive Engineer

SJPNLPage No.152


776.25 896.20 1014.89 1130.25 1240.14 101.70 84.92

1 2 3 4 5 6 7 8 9 10 11 12 13

S.No MATERIALS CAPACITY NET QTY.TO

BE PAID

AFTER

DEDUCTION

OF VOIDS.



5Km.UP TO

10 Km.

BEYOND

10Km.UP

TO 20 Km.

BEYOND 20Km

/Km.

71.33

18 100 mm dia 292.80m 292.80 100m 265.11 306.08 346.62 386.01 423.55 34.73 29.00

19 125 mm dia 219.6m 219.60 100m 353.48 408.11 462.15 514.69 564.73 46.31 38.67

20 150 mm dia 183m 183.00 100m 424.18 489.73 554.58 617.62 677.67 55.57 46.40

21 200 mm dia 109.80m 109.80 100m 706.97 816.21 924.31 1029.37 1129.45 92.62 77.34

22 250 mm dia 80.52m 80.52 100m 964.05 1113.02 1260.42 1403.69 1540.16 126.30 105.46

23 300 mm dia 62.22m 62.22 100m 1247.59 1440.37 1631.13 1816.54 1993.15 163.45 136.48

24 350 mm dia 43.92m 43.92 100m 1767.42 2040.53 2310.77 2573.43 2823.63 231.56 193.35

25 400 mm dia 32.94m 32.94 100m 2356.56 2720.70 3081.03 3431.24 3764.85 308.74 257.80

26 450 /500mmdia 25.62m 25.62 100m 3029.86 3498.05 3961.32 4411.59 4840.52 396.96 331.46

27 600, 700, 750 & 800 mm dia 18.30m 18.30 100m 4241.80 4897.27 5545.85 6176.23 6776.72 555.74 464.04

28 900,1000,1100 & 1200 mm dia. 11.00m 11.00 100m 7056.82 8147.27 9226.27 10275.00 11274.00 924.55 772.00

278.42

389.78

648.45

32.48

38.98

64.96

88.59

114.64

162.41

24.36

216.55



Executive Engineer

SJPNLPage No.153


1 2 3 4 5 6 7 8 9 10 11









8 Bricks. 15000 Nos 15000.00 1000 Nos. 1917.50 153.40 63.92 217.32 1367.88 683.94


Nos.

24000.00 1000 Nos. 1917.50 95.88 39.95 135.83 854.93 427.47

10 Slates. 80000

Nos.

80000.00 1000 Nos. 1917.50 28.76 11.98 40.74 256.38 128.19





46 Tonne 46.00 1 Tonne 2300.00 60.00 25.00 85.00 535.00 267.50



4 Timber 42 cu.m 42.00 1 cu.m 2300.00 65.71 27.38 93.09 585.93 292.97


6 Concrete, R.C.C. Hume, steel C.I.Pipes:- 100mm

dia

1702m 1702.00 100m 2300.00 162.16 67.57 229.73 1445.99 723.00


No's Beldar @


S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID A

FT

ER

DE

DU

CT

ION

OF

VO

IDS

.

UN

ITS

CO

ST

OF 8

HO

UR


FO

R F

IRS

T 5

0

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF 5

0

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

0.5

0

FO

R 1

00

MT

R

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.



Executive Engineer

SJPNLPage No.154


1 2 3 4 5 6 7 8 9 10 11

S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID A

FT

ER

DE

DU

CT

ION

OF

VO

IDS

.

UN

ITS

CO

ST

OF 8

HO

UR


FO

R F

IRS

T 5

0

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF 5

0

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

0.5

0

FO

R 1

00

MT

R

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.









450mm,500mm dia

165m 165.00 100m 2300.00 1672.73 696.97 2369.70 14915.16 7457.58

15 Concrete, R.C.C. Hume, steel C.I.Pipes:- 600,700,750

& 800mm dia

150m 150.00 100m 2300.00 1840.00 766.67 2606.67 16406.73 8203.37


900,1000,1100&1200mm dia

125m 125.00 100m 2300.00 2208.00 920.00 3128.00 19688.00 9844.00


of 2m length 10064m

10064m 10064.00 100m 2300.00 27.42 11.43 38.85 244.59 122.30


2m length=3660

3660m 3660.00 100m 2300.00 75.41 31.42 106.83 672.39 336.20



Executive Engineer

SJPNLPage No.155


1 2 3 4 5 6 7 8 9 10 11

S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID A

FT

ER

DE

DU

CT

ION

OF

VO

IDS

.

UN

ITS

CO

ST

OF 8

HO

UR


FO

R F

IRS

T 5

0

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF 5

0

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

0.5

0

FO

R 1

00

MT

R

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.


2m length=2562m

2562m 2562.00 100m 2300.00 107.73 44.89 152.62 960.64 480.32


2m length= 2200m

2200m 2200.00 100m 2300.00 125.45 52.27 177.72 1118.58 559.29


2m length =1830m

1830m 1830.00 100m 2300.00 150.82 62.84 213.66 1344.78 672.39


2m length= 1600m

1600m 1600.00 100m 2300.00 172.50 71.88 244.38 1538.22 769.11


2m length= 1400m

1400m 1400.00 100m 2300.00 197.14 82.14 279.28 1757.80 878.90


2m length= 1200m

1200m 1200.00 100m 2300.00 230.00 95.83 325.83 2050.77 1025.39



Executive Engineer

SJPNLPage No.156


RATE ANALYSIS - 1




A Material


Chandigarh Mtr.10.00 691.8399 6918.40





Sub Total:- 7887.38 (A)

2 Carriage


ShimlaTonne 0.101 1449.51 146.40




3 Labour



* Beldar Each 1.19 250.00 297.50


Total (A+B+C) 8623.27

4 Other Additions

Add 10% C.P & 5 % O.H charges 8623.27 15.00% 1293.49

Add GST 0.00% 0.00


Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 1431.51 (D)









Executive Engineer

SJPNLPage No.157


RATE ANALYSIS - 2




A Material

1 Chandigarh Mtr. 10.00 996.6616 9966.62





Sub Total:- 11347.11 (A)

2 Carriage


ShimlaTonne 0.148 1449.51 214.53




3 Labour



* Beldar Each 1.19 250.00 297.50


Total (A+B+C) 10852.15

4 Other Additions

Add 10% C.P & 5 % O.H charges 10852.15 15.00% 1627.82

Add GST 0.00% 0.00


Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 1788.13 (D)









Executive Engineer

SJPNLPage No.158


RATE ANALYSIS - 3




A Material


Chandigarh Mtr. 10.00 1474.7898 14747.90 (A)





Sub total 16773.86 (A1)

2 Carriage





3 Labour



* Beldar Each 1.19 250.00 297.50


Total (A+B+C) 17885.46

4 Other Additions

Add 10% C.P & 5 % O.H charges 17885.46 15.00% 2682.82

Add GST 0.00% 0.00


Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 2913.46 (D)









Executive Engineer

SJPNLPage No.159


Data



Thickness in mm 6.3




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 24





Analysis of Rate:



Add GST 18.00% 35204.93











Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00




RATE ANALYSIS - 4

Providing & laying in trenches MS ERW Pipelines of given 206.5 mm dia conforming to IS: 3589-2001,steel grade Fe 410 with

wall thickness, weight per meter, flanges as described in analysis



Executive Engineer

SJPNLPage No.160




Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 64.87

Outer side 68.83


I.N. 13.52.1 P.N. 804133.7 Sqm 122.5 16378.25


Clothe 0.69 Sqm 25.00 17.25

Bitumen 0.69 Sqm 40.00 27.60

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00


Cost of wraping for 100 meters 14178.00


taxes.269948.31 % 15.00% 40492.25


Nut Blots 4.8 Kg 59.75 286.8

Add GST 12.00% 34.42





Gasket 2 No 105.00 210.00








taxes.2810.7997 % 15.00% 421.62


Add 1% Labour Cess 272759.11 % 1.00% 2727.59






Executive Engineer

SJPNLPage No.161


Data

Pipe: MS ERW - 260.4mm dia


Thickness in mm 6.3




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 36





Analysis of Rate:


Pipe: MS ERW - 260.4mm dia 4226.88 Kg 58.00 245159.04

Add GST 18.00% 44128.63











Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00


RATE ANALYSIS - 5





Executive Engineer

SJPNLPage No.162






Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 81.81

Outer side 85.77


I.N. 13.52.1 P.N. 804167.58 Sqm 122.5 20528.55


Clothe 0.86 Sqm 25.00 21.50

Bitumen 0.86 Sqm 40.00 34.40

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.338158.06 % 15.00% 50723.71


Nut Blots 7.2 Kg 59.75 430.2

Add GST 12.00% 51.62





Gasket 2 No 105.00 210.00








taxes.3485.1897 % 15.00% 522.78


Add 1% Labour Cess 341643.25 % 1.00% 3416.43






Executive Engineer

SJPNLPage No.163


Data



Thickness in mm 7.1




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 36





Analysis of Rate:



Add GST 18.00% 59068.89


Add entry tax 3.00% 11616.88






Cost of Transportation of pipe 24637.42



Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12

RATE ANALYSIS - 6





Executive Engineer

SJPNLPage No.164




Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 97.3

Outer side 101.76


I.N. 13.52.1 P.N. 804199.06 Sqm 122.5 24384.85


Clothe 1.02 Sqm 25.00 25.50

Bitumen 1.02 Sqm 40.00 40.80

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.439002.03 % 15.00% 65850.3


Nut Blots 7.2 Kg 59.75 430.2

Add GST 12.00% 51.62





Gasket 2 No 105.00 210.00








taxes.3972.6897 % 15.00% 595.90


Add 1% Labour Cess 442974.72 % 1.00% 4429.75






Executive Engineer

SJPNLPage No.165


Data



Thickness in mm 7.1


WT per Meter in Kg 56


Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 36





Analysis of Rate:


Pipe: MS ERW - 312.70 mm dia 5712 Kg 58.00 331296

Add GST 18.00% 59633.28


Add entry tax 3.00% 11727.88









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12

RATE ANALYSIS - 6





Executive Engineer

SJPNLPage No.166




Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 98.24

Outer side 102.7


I.N. 13.52.1 P.N. 804200.94 Sqm 122.5 24615.15


Clothe 1.03 Sqm 25.00 25.75

Bitumen 1.03 Sqm 40.00 41.20

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.442845.86 % 15.00% 66426.88


Nut Blots 7.2 Kg 59.75 430.2

Add GST 12.00% 51.62




Cost of flange 812

Gasket 2 No 105.00 210.00








taxes.3985.6297 % 15.00% 597.84


Add 1% Labour Cess 446831.49 % 1.00% 4468.31






Executive Engineer

SJPNLPage No.167


Data



Thickness in mm 8




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 48





Analysis of Rate:



Add GST 18.00% 73423.48


Add entry tax 3.00% 14439.95









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12

RATE ANALYSIS - 7





Executive Engineer

SJPNLPage No.168




Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 107.29

Outer side 112.31


I.N. 13.52.1 P.N. 804219.6 Sqm 122.5 26901.00


Clothe 1.12 Sqm 25.00 28.00

Bitumen 1.12 Sqm 40.00 44.80

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.528021.91 % 15.00% 79203.29


Nut Blots 9.6 Kg 59.75 573.6

Add GST 12.00% 68.83





Gasket 2 No 105.00 210.00








taxes.4613.3394 % 15.00% 692.00


Add 1% Labour Cess 532635.25 % 1.00% 5326.35






Executive Engineer

SJPNLPage No.169


Data



Thickness in mm 8.8




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 48





Analysis of Rate:



Add GST 18.00% 93645.55


Add entry tax 3.00% 18416.96



Carriage of pipes by mechanical transportation 8.97 Ton 33006.35 296066.96

Carriage of pipes by head load 8.97 Ton 5959.12 53453.31





Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12

RATE ANALYSIS - 8





Executive Engineer

SJPNLPage No.170




Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 124.53

Outer side 130.06


I.N. 13.52.1 P.N. 804254.59 Sqm 122.5 31187.28


Clothe 1.3 Sqm 25.00 32.50

Bitumen 1.3 Sqm 40.00 52.00

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.1032193.49 % 15.00% 154829.02


Nut Blots 9.6 Kg 59.75 573.6

Add GST 12.00% 68.83





Gasket 2 No 105.00 210.00








taxes.5182.4394 % 15.00% 777.37


Add 1% Labour Cess 1037375.93 % 1.00% 10373.76



Cost of Piping including all per meter 13327



Executive Engineer

SJPNLPage No.171


Data

Pipe: MS ERW - 419 mm dia

Diameter in mm 419

Thickness in mm 10




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 60


Wt of Nut bolts in Kg 12



Analysis of Rate:


Pipe: MS ERW - 419 mm dia 10791.6 Kg 58.00 625912.8

Add GST 18.00% 112664.3


Add entry tax 3.00% 22157.31









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00




RATE ANALYSIS - 8

Providing & laying in trenches MS ERW Pipelines of given 419 mm dia conforming to IS: 3589-2001,steel grade Fe 410 with




Executive Engineer

SJPNLPage No.172




Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 131.63

Outer side 137.92


I.N. 13.52.1 P.N. 804269.55 Sqm 122.5 33019.88


Clothe 1.38 Sqm 25.00 34.50

Bitumen 1.38 Sqm 40.00 55.20

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.787005.84 % 15.00% 118050.88

Pair of Flange 12.22 Kg 64.00 782.08

Nut Blots 12 Kg 59.75 717

Add GST 12.00% 86.04





Gasket 2 No 105.00 210.00








taxes.5796.4494 % 15.00% 869.47


Add 1% Labour Cess 792802.29 % 1.00% 7928.02






Executive Engineer

SJPNLPage No.173


Data

Pipe: MS ERW - 585 mm dia

Diameter in mm 585

Thickness in mm 12.5




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 60





Analysis of Rate:


Pipe: MS ERW - 585 mm dia 18787.38 Kg 58.00 1089668.04

Add GST 18.00% 196140.25


Add entry tax 3.00% 38574.25









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12

RATE ANALYSIS - 4





Executive Engineer

SJPNLPage No.174




Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 183.78

Outer side 191.64


I.N. 13.52.1 P.N. 804375.42 Sqm 122.5 45988.95


Clothe 1.92 Sqm 25.00 48.00

Bitumen 1.92 Sqm 40.00 76.80

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.1327776.27 % 15.00% 199166.44

Pair of Flange 12.82 Kg 64.00 820.48


Add GST 12.00% 86.04





Gasket 2 No 105.00 210.00








taxes.7430.7994 % 15.00% 1114.62


Add 1% Labour Cess 1335207.07 % 1.00% 13352.07






Executive Engineer

SJPNLPage No.175



Sr.

No.Item Unit Qty. Rate Amount

1 Pick Work


Bhisti Each 0.28 250.00 70


Total Rs. 2182.25






Beldar Each 11.71 250.00 2927.50



Total 8957.28






Pick Work (70%) 250.96 70% 175.67


Average Rate 484.70

Add labour cess @ 1.00 % 484.70 1% 4.85

Add 12 % GST 12.0% 58.16



Excavation in foundations, trenches etc., in earth work, lift upto 1.5m stacking the soil not more than 3

meters clear from the edge of the excavation and then returning the stacked soil in 15cm layers, when

required into the plinths sides of foundations etc., consolidating each deposited layer by ramming and

watering and then disposing of all surplus excavated earth as directed within a lead of 20 meters.



Executive Engineer

SJPNLPage No.176



1. Soft rock.



Material




Labour


Blaster each 0.36 250.00 90.00

Beldar each 6.67 250.00 1667.50

Total 2840.50



Total 3266.58




2. Hard Rock


Material




Labour


Blaster Each 0.56 250.00 140.00

Beldar Each 8.33 250.00 2082.50

Total 3870.25



Total 4450.79




Soft Rock (70%) 326.66 70% 228.66

Hard Rock (30%) 445.08 30% 133.52

Average Rate 362.18

Add labour cess @ 1.00 % 362.18 1% 3.62

Add 12 % GST 12.0% 43.46






Executive Engineer

SJPNLPage No.177



1


stone aggregate 20 mm nominal size ) and curing complete

e/c the cost of form work and reinforcement in foundation &

plinth. (PCC M-150)

1 1.30 1.30 0.15 0.25 Cum 7957.06 2017.11


2




& reinforcement for reinforced concrete work in Bottom raft

slab

1 1 1 0.2 0.20 Cum 8,139.12 1627.82


3




& reinforcement for reinforced concrete work in Vertical

Walls

2 0.6 0.2 0.75 0.18 Cum 8,139.12 1465.04

2 1 0.2 0.75 0.30 Cum 8,139.12 2441.74


4




& reinforcement for reinforced concrete work in chamber top

cover

2 1 0.5 0.2 0.20 Cum 8,139.12 1627.82


5


bending binding and placing in position complete, @ 80 Kg

per Cum,

0.88 80 70.40 Kg 62.31 4386.82


Rate Analysis -11



Executive Engineer

SJPNLPage No.178










For Top Cover 1 1 1 1.00 Sqm 487.14 487.14



Total 18681.03



Executive Engineer

SJPNLPage No.179



1


stone aggregate 20 mm nominal size ) and curing

complete e/c the cost of form work and reinforcement in

foundation & plinth. (PCC M-150)

1 1.60 1.60 0.15 0.38 Cum 7957.06 3055.51


2

Providing & laying cement concrete using nominal mix of "

M - 20 " with 20 mm & down gauge nominal size graded

stone aggregate) & curing complete excluding the cost of

form work & reinforcement for reinforced concrete work in

Bottom raft slab

1 1.3 1.3 0.2 0.34 Cum 8,139.12 2751.02


3





Vertical Walls

2 0.9 0.2 0.75 0.27 Cum 8,139.12 2197.56

2 1.3 0.2 0.75 0.39 Cum 8,139.12 3174.26


4





chamber top cover

3 1.3 0.43 0.2 0.34 Cum 8,139.12 2751.02


5


bending binding and placing in position complete, @ 80 Kg

per Cum,

1.34 80 106.88 Kg 62.31 6659.99

Rate Analysis -12




Executive Engineer

SJPNLPage No.180




6Providing form work with steel plates and Bamboo (Ballies)

in Vertical Walls and Slab





For Top Cover 1 1.3 1.3 1.69 Sqm 487.14 823.26



Total 27116.61



Executive Engineer

SJPNLPage No.181



1





1 1.90 1.90 0.15 0.54 Cum 7957.06 4308.75


2






1 1.6 1.6 0.2 0.51 Cum 8,139.12 4167.23


3






2 1.2 0.2 0.75 0.36 Cum 8,139.12 2930.08

2 1.6 0.2 0.75 0.48 Cum 8,139.12 3906.78


4






4 1.6 0.4 0.2 0.51 Cum 8,139.12 4167.23

Rate Analysis -13




Executive Engineer

SJPNLPage No.182




5




1.86 80 149.12 Kg 62.31 9292.09








For Top Cover 1 1.6 1.6 2.56 Sqm 487.14 1247.07



Total 36851.71



Executive Engineer

SJPNLPage No.183



1


stone aggregate 20 mm nominal size ) and curing complete e/c

the cost of form work and reinforcement in foundation & plinth.

(PCC M-150)

1 2.20 2.20 0.15 0.73 Cum 7957.06 5776.82


2




reinforcement for reinforced concrete work in Bottom raft slab

1 1.9 1.9 0.2 0.72 Cum 8,139.12 5876.45


3




reinforcement for reinforced concrete work in Vertical Walls

2 1.5 0.2 0.75 0.45 Cum 8,139.12 3662.61

2 1.9 0.2 0.75 0.57 Cum 8,139.12 4639.30


4




reinforcement for reinforced concrete work in chamber top

cover

5 1.9 0.38 0.2 0.72 Cum 8,139.12 5876.45


Rate Analysis -14




Executive Engineer

SJPNLPage No.184



5


bending binding and placing in position complete, @ 80 Kg per

Cum,

2.46 80 197.12 Kg 62.31 12283.10








For Top Cover 1 1.9 1.9 3.61 Sqm 487.14 1758.57



Total 47886.35



Executive Engineer

SJPNLPage No.185



1 Excavation in foundation trenches etc. in earth work lift

upto 1.5 mtr. stacking the excavated soil not more than 3

mtr. clear from the edge of excavation and then returning

the stacked soil in 15cm layers when required into plinths

sides of foundation etc. consolidating each deposited

layer by ramming and watering then disposing of all

surplus soil as directed within a lead of 20mtr. in soft &

hard rock.

1 1.35 1.65 1 2.23 547.71 Per cum. 1220.02

2 Prov. & laying cement

conc.1:2:4(1cement:2sand:4graded stone aggregate 20

mm nominal size ) and curing complete e/c the cost of

form work and reinforcement in foundation & plinth.1 1.35 1.65 0.15 0.33 7957.06 Per Cum. 2658.65

Providing & laying cement concrete using nominal mix of

" M - 20 " with 20 mm & down gauge nominal size

graded stone aggregate) & curing complete excluding the

cost of form work & reinforcement for reinforced concrete

work in Bottom raft slab

(a)foundation footintg basis of columns and like mass

concrete. 1 1.2 1.5 0.45 0.81 8,139.12 Per Cum. 6592.69

(b)Columns pillar posts and struts upto floor two level.1 0.3 0.9 2.15 0.58 8139.12 Per Cum 4724.76

4 Providing mild steel/Tor steel reinforcement for R.C.C.

work including bending, binding and placing in position

complete upto floor two level. Tor steel. 139.05 62.31 Per Kg. 8664.60


ABSTRACT OF COST

3



Executive Engineer

SJPNLPage No.186



Providing form work with steel plates 3.15mm thick

welded with angle iron in frame 30x30x5mm so as to give

a fair finish including centring shuttering strutting and

propping etc., with wooden battens and ballies, height of

propping and centring below supporting floor to ceiling not

exceeding 4 meters and removal of the same for in-situ-

reinforced concrete and plain concrete work in:-

a)Foundation, footing, basis of columns etc., and mass

concrete. 2.43 289.27 Per Sqmt. 702.92

b) Columns pillar posts and struts square, rectangular or

polygonal in plan. 5.16 487.14 Per Sqmt. 2513.63


5



Executive Engineer

SJPNLPage No.187



1

Providing and laying bituminous macadam using

crushed stone aggregates of specified grading premixed

with bituminous binder, transported to site by tippers, laid

over a previously prepared surface with paver finisher

equiped with electronic sensor to the required grade,

level and alignment and rolling with smooth wheeled,

vibratory and tandem rollers as per specifications to

achieve the desired compaction and density, complete

as per specificatons and directions of Engineer-in-

Charge. 50 to 100 mm average

compacted thickness with bitumen of grade VG-30 @

3.50% (percentage by weight of total mix) prepared in

Batch Type Hot Mix Plant of 100- 120 TPH capacity.

CPWD DSR Vol 2 16.55.1

1 1 1 0.075 0.075 Cum 5708.05 428.104

2


graded Material conforming to specifications, mixing in a

mechanical mix plant at OMC, carriage of mixed material

by tippers to work site, for all leads & lifts, spreading in

uniform layers of specified thickness with motor grader

on prepared surface and compacting with vibratory

power roller to achieve the desired density, complete as

per specifications and directions of Engineer-in-Charge.

With material conforming to Grade-I (size range 75 mm

to 0.075 mm) having CBR Value-30 CPWD DSR Vol 2

16.78.1

1 1 1 0.2 0.2 Cum 2089.7 417.94




Executive Engineer

SJPNLPage No.188




16.13.21 1 1 0.175 0.175 Cum 1407.15 246.251

4

2.5 cm premix carpet surfacing with 2.25 cum and 1.12

cum of stone chippings of

13.2 mm and 11.2 mm size respectively per 100 sqm

and 52 kg and 56 kg of hot

bitumen per cum of stone chippings of 13.2 mm and

11.2 mm size respectively,

including a tack coat with hot straight run bitumen,

including consolidation with

road roller of 6 to 9 tonne capacity etc. complete (tack

coat to be paid for separately). With paving Asphalt

grade VG - 10 heated and then mixed with solvent at the

rate of 70 grams per kg of asphalt CPWD DSR Vol 2

16.33.1

1 1 1 1 Sqm 169.6 169.6

Total 1261.90


Total 1413.32

Say 1400.00



Executive Engineer

SJPNLPage No.189


A

B

C



ROVIDING & LAYING IN TRENCHES GALVANISED MILD STEEL

PIPE CONFORMING TO IS 1239/1990 (5th Revision) HEAVY

CLASS INCLUDING BENDS OF ALL DEGREES, TEES,

COLLARS, TAPERS, CROSSES, FLANGED SOCKET &

SPIGOTS AND JOINTING

As per RA



34011.2745



RATE ANALYSIS - 17

Utility Shifting:

1 nos of breakage per km occurred with required of cable length per breakage is assumed as 6 m. 3.0 mtr assumed as Optical cable and 3.0 metre Jelly filled

telephone cable

Amount A / 1 Km

Assumptions


Total No. of properties in 1.00 Km length in city Area Consider property connection at 30 mtr distance is 1000/30 = 34 Nos, Assuming that out of 34 Nos 10% are

commercial connections and 90% are residential Connections. Commercial connections are of 25mm in size and Residential connections are 15 mm Size hence

Commercial connections are 4 Nos. and Residential Connections are 29 Nos Per Km. Connections Pipe length per connections are assumed as 2.5 mtr.


For RA purpose, shifting of one pole per 10 km length of network in city area , Hence RA is estimated for 10 km length. Electrical Cable joints required per km is

assumed as 2 nos




Executive Engineer

SJPNLPage No.190



i)

Pole Foundation : providing cement concrete foundation including

excavation for the pole 60 cms x 60 cms x 1.5 mtr deep in1:3:6

cement concrete (20x 25 mm stone metal) and 45 cm x 45cm x45

cm / 45 cm x 45 cm height plinth duly plaster and with necessary

curing & finishing in above manner ( for 9 mtr pole)

1 1 Nos 3158.4 3158.4

PWD DSR 16-17 E&M, Item No. 16.3.2, Page No.306

ii)

Dismantling of existing poles above 6 mtr height with brackets.

Clamps, insulators stay from the cement concrete foundation and

making the site clear by refilling the pits with excavated materials

and bringing it to ground level

1 1 Nos 840 840


i)

Re-Erecting: Supplying and erecting steel tubular swaged pole

165.1 X 139.7 X 114.3 mm dia with 4.5 X 4.5 X3.65 mm thick

(5+2+2m) length respectively and total 9 m long with pole cap,

base plate in provided foundation (weight 147 kg) as per

specifications.

1 1 Nos 13971.3 13971.3


i)

Earthling : Providing pipe type earthing with 40mm. dia.G.l. pipe or

20 mm dia. G.l. Rod complete with all materials as per

specification No. EA-EP

1 1 Nos 1597.05 1597.05

i) PWD DSR 16-17 E&M, Item No. 9.1.4, Page No. 193

19566.75

1956.675


CCommunication Cable - Jelly Filled telephone lines and optical

Fibre Cable

i)

Supply & Erecting of Jelly filled armoured telephone cable 10 pair

with 0.5 mm dia laid in provided trench as per specification no.

WG-TW

1 3 3 Rmt 114.45 343.35


Amount B-1 /10 km

Amount B-1/ 1 Km

Amount B-2/ 1 Km



Executive Engineer

SJPNLPage No.191



ii)

Supply & erecting of FR grade PVC armourd multi mode Optical

Fibre Cable with 6 fibres with core dia 50 µM, suitable for 1 GBps

Ethernet distance at 850 nm of wavelength on wall/ ceiling or laid

in provided pipe / trench as per specification no. WG- COC/ OFC

1 3 3 Rmt 236.25 708.75


iii)

Supply & fixing of wall /rack type 12 port light guide interconnection

unit for termination of optical fibre cable on wall /provided U rack

complete as per specification no. EG- NAS / LIU

1 1 Nos 4586.4 4586.4


41998.00



Amount C-1/ 1 Km



Executive Engineer

SJPNLPage No.192





Material



6 X 1 X 0.075 X 0.10m. = 0.045 cum.


Total Qty:- = 0.047 cum.. Cum. 0.047 33,830.00 1590.01


6 X 1.50 = 9.00 Rmt.


Total Qty:- =9.45 Rmt. Rmt. 9.45 125.00 1181.25



9.45 X 0.785 X (0.125)2 = 0.116 cum.




0.5 M.by head load. Cum. 0.163 485.53 79.14

Total Rs:- 2879.56


Each. 0.01 62682.92 626.83

cent 0.01 62682.92 626.83








Add 1% for using repeatedly including repair removal of dents cleaning concrete

deposits & appling oiling and greasing etc.



Executive Engineer

SJPNLPage No.193



Cum. 0.0625 2879.56 179.97

cent 0.05 2879.56 143.98



Beldar. Each. 1.30 250.00 325

Total Rs:- 2054.45


Total Rs:- 2259.895




Add 12 % GST 271.192892.67

289.27


deposits & appling

Cost for 10 Sq.m

Cost per Sqmt. Rs:-





Executive Engineer

SJPNLPage No.194









Total Rs:- 2125.23


Each. 0.01 33712.44 337.12

cent 0.01 33712.44 337.12

Cum. 0.0625 2125.23 132.83

cent 0.05 2125.23 106.26



Beldar. Each. 1.47 250.00 367.50

Total Rs:- 1453.11


Total Rs:- 1598.421













deposits & appling oiling and greasing etc.




deposits & appling



Executive Engineer

SJPNLPage No.195



Add 12 % GST 191.812045.98

487.14Cost per Sqmt. Rs:-

Cost for 10 Sq.m



Executive Engineer

SJPNLPage No.196




Material:-


0.90 X 0.60 = 0.54 Sqm.





2(0.90+0.60) = = 3.00 Rmt.












Labour.


Bandhani Each 0.066 250.00 16.50

Beldar Each 0.154 250.00 38.5

Sundries Each 10







complete 0.54 Sqm.



Executive Engineer

SJPNLPage No.197









Add 12 % GST 308.963334.20

6174.44


Cost per Sqmt. Rs:-



Executive Engineer

SJPNLPage No.198




Materials

Cement Tonne 0.32 5,120.00 1638.40

Sand Cum 0.445 650.00 289.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15


RATE ANALYSIS - 21






Executive Engineer

SJPNLPage No.199




Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Subtotal 693.65 (C)

(A+B+C) 6080.02


6171.22

Add 1% Labour cess 6,171.22 1.00% 61.71

Add GST 12.00% 740.55



Rs:- 7,653.40

Total

Gross Total




Executive Engineer

SJPNLPage No.200




Material

Cement mortar 1:4

(1cement:4sand) Cum. 0.165 5,758.44 950.14

Subtotal 950.14 (A)

Labour :


Beldar Each 0.80 245.00 196.00

Bhishti Each 0.98 245.00 240.10


Subtotal 716.30 (B)

Total (A+B) 1666.44


Gross Total 1691.44

Add 1% Labour cess 1,691.44 1.00% 16.91

Add GST 12.00% 202.97









Desciption

RATE ANALYSIS - 22



Executive Engineer

SJPNLPage No.201




Material

Cement mortar 1:3

(1cement:3sand) Cum. 0.224 6,592.42 1476.7



Subtotal 2477.2 (A)

Labour :


Beldar Each 1.58 245.00 387.10

Bhishti Each 1.7 245.00 416.50




beldar Each 0.25 245.00 61.25


RATE ANALYSIS - 23

Rough side exterior cement plaster on wall up to a height of 10 mtr. above ground level with a mixture of sand and gravel or crushed stone graded from 6mm to

12 mm nominal size dashed over and including fresh plaster in two coats, backing coat 10 mm cement plaster 1:3 (1cement:3sand) and finishing coat 10 mm

cement mortor 1:3 (1cement:3sand) mixed with 10 % finely grounded hydrated lime by volume of cement including arrises, chamfersb and/or rounded angles

not exceeding 80 mm in girth. (natural cement finish using ordinary cement)



Desciption



Executive Engineer

SJPNLPage No.202




beldar Each 0.5 245.00 122.50

bhisti Each 0.1 245.00 24.50



Total (A+B) 4267.29


Gross Total 4331.30

Add 1% Labour cess 4,331.30 1.00% 43.31

Add GST 12.00% 519.76







Executive Engineer

SJPNLPage No.203




Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Discription


RATE ANALYSIS - 24

Prov.& laying c.conc. 1:2:4 (1cement:2 sand:4 graded stone aggregate 20mm nominal size) & curing complete e/c cost of form work & reinforcement for RCC

work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string courses etc. up to floor two level.



Executive Engineer

SJPNLPage No.204



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00


Total (A+B+C) 6361.03


Gross Total 6456.45

Add 1% Labour cess 6,456.45 1.00% 64.56

Add GST 12.00% 774.77






Executive Engineer

SJPNLPage No.205




Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15



Mate Each 0.04 245.00 9.80

RATE ANALYSIS - 25

P/L cement concrete 1:1.5:3 (1cement:2sand:4graded stone aggregate 20mm nominal size E/C cost of form work & reinforcement for rcc work in suspended

floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever up to floor two level.


Discription



Executive Engineer

SJPNLPage No.206




Sundries L.S. 15.00


Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80



Total (A+B+C) 6501.17


Gross Total 6598.69

Add 1% Labour cess 6,598.69 1.00% 65.99

Add GST 12.00% 791.84






Executive Engineer

SJPNLPage No.207




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 294.00 79.38



Mate Each 0.04 245.00 9.80

RATE ANALYSIS - 26

P/L cement concrete of M30 grade (1:1:3) (1cement:1sand:3graded stone aggregate 20mm nominal size E/C cost of form work & reinforcement for rcc work in

suspended floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever up to floor two level. (Slab for For RCC GSR)


Discription



Executive Engineer

SJPNLPage No.208




Sundries L.S. 15.00


Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80



Total (A+B+C) 6969.78


Gross Total 7074.33

Add 1% Labour cess 7,074.33 1.00% 70.74

Add GST 12.00% 848.92






Executive Engineer

SJPNLPage No.209




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Mate Each 0.04 245.00 9.80

Discription


RATE ANALYSIS - 27


reinforcement for RCC work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string courses etc. up to floor two level. (Wall for For RCC

GSR)



Executive Engineer

SJPNLPage No.210




Sundries L.S. 15.00


Total (A+B+C) 6880.11


Gross Total 6983.31

Add 1% Labour cess 6,983.31 1.00% 69.83

Add GST 12.00% 838.00






Executive Engineer

SJPNLPage No.211




Material:-



Total 1.05 Qtl. 1.05 4,500.00 4725.00 (A)



Subtotal 69.77 (B)

Labour:-


Beldar Each 1.00 245.00 245.00

Sundries LS 10.00


Total (A+B+C) 5341.77


Gross Total 5421.90

Add 1% Labour cess 5,421.90 1.00% 54.22

Add GST 12.00% 650.63



696.90 15% 104.54



RATE ANALYSIS - 28



Description.



Executive Engineer

SJPNLPage No.212





Material

Cement Tonne 0.38 5,120.00 1,945.60

Sand Cum 1.07 650.00 695.50


Carriage

Carriage of Sand



Carriage of Cement





Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 4,656.94


Gross Total 4726.79

Add 1% Labour cess 4,726.79 1.00% 47.27

Add GST 12.00% 567.21





RATE ANALYSIS - 29



Executive Engineer

SJPNLPage No.213





Material

Cement Tonne 0.51 5,120.00 2,611.20

Sand Cum 1.07 650.00 695.50


Carriage

Carriage of Sand



Carriage of Cement





Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 5,375.69


Gross Total 5456.33

Add 1% Labour cess 5,456.33 1.00% 54.56

Add GST 12.00% 654.76




RATE ANALYSIS - 30




Executive Engineer

SJPNLPage No.214




transportation141583 144910 180046 248238 327866 366120 467786 645336 694402 967589 1100586

Add for jointing

material 10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000


labour10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Total 161583.00 164910.00 200046.00 278238.00 357866.00 396120.00 507786.00 685336.00 734402.00 1017589.00 1150586.00

Add 18% for GST 29084.94 29683.80 36008.28 50082.84 64415.88 71301.60 91401.48 123360.48 132192.36 183166.02 207105.48

Add 15% OH and CP 19066.79 19459.38 23605.43 32832.08 42228.19 46742.16 59918.75 80869.65 86659.44 120075.50 135769.15




transportation9543 12589 19822 32940 45622 68951 175000 213462 326923 476923

Add for jointing

material 10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000


labour10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Total 29543.00 32589.00 39822.00 62940.00 75622.00 98951.00 40000.00 215000.00 253462.00 376923.00 526923.00

Add 18% for GST 5317.74 5866.02 7167.96 11329.20 13611.96 17811.18 7200.00 38700.00 45623.16 67846.14 94846.14

Add 15% OH and CP 3486.07 3845.50 4699.00 7426.92 8923.40 11676.22 4720.00 25370.00 29908.52 44476.91 62176.91



World Bank Program






Executive Engineer

SJPNLPage No.215




transportationNA 18991 25312 40474 56360

Basic rate

including

transportation

28651

Add for jointing

material 5000 5000 10000 10000 10000

Add for

jointing

material

2000


labour5000 5000 10000 10000 10000

Add for laying,

jointing labour3000

Total 10000.00 28991.00 45312.00 60474.00 76360.00 Total 33651.00


GST 6057.18


and CP3970.82


Rate

Including

GST

43679.00





Executive Engineer

SJPNLPage No.216




transportation98041 105692 125138 138297 158618 219362 249122 266894 310486 357802

Add for jointing

material


labour

Total 98041.00 105692.00 125138.00 138297.00 158618.00 219362.00 249122.00 266894.00 310486.00 357802.00

Add 18% for GST 17647.38 19024.56 22524.84 24893.46 28551.24 39485.16 44841.96 48040.92 55887.48 64404.36

Add 15% OH and CP 11568.84 12471.66 14766.28 16319.05 18716.92 25884.72 29396.40 31493.49 36637.35 42220.64



World Bank Program





Executive Engineer

SJPNLPage No.217



Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

1 2020 243250 21818159 7172885 3532750 10705635 1.34

2 2021 248264 23141800 7680408 3709388 11389796 1.35

3 2022 253279 24465441 8223876 3894857 12118733 1.36

4 2023 258293 25789082 8805996 4089600 12895596 1.37

5 2024 263308 27112724 9429072 4294080 13723152 1.39

6 2025 268322 28436365 10096080 4508784 14604864 1.41

7 2026 273337 29760006 10810776 4734223 15544999 1.43

8 2027 278351 31083647 11576172 4970934 16547106 1.46

9 2028 283366 32407288 12395388 5219481 17614869 1.49

10 2029 288380 33730929 13272888 5480455 18753343 1.52

11 2030 293395 35054571 14212500 5754477 19966977 1.56

12 2031 298409 36378212 15218760 6042201 21260961 1.6

13 2032 303424 37701853 16296240 6344311 22640551 1.65




Executive Engineer

SJPNLPage No.218



Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

14 2033 308438 39025494 17450256 6661527 24111783 1.69

15 2034 313453 40349135 18686124 6994603 25680727 1.74

16 2035 318467 41672776 20009940 7344334 27354274 1.8

17 2036 324814 43403489 21427800 7711550 29139350 1.84

18 2037 331161 45134202 22945872 8097128 31043000 1.88

19 2038 337508 46864915 24571776 8501984 33073760 1.93

20 2039 343856 48595628 26313168 8927083 35240251 1.99

21 2040 350203 50326341 28178412 9373437 37551849 2.04

22 2041 356550 52057054 30176052 9842109 40018161 2.11

23 2042 362897 53787767 32315304 10334215 42649519 2.17

24 2043 369244 55518480 34606164 10850926 45457090 2.24

25 2044 375591 57249193 37060116 11393472 48453588 2.32

26 2045 381938 58979906 39688044 11963145 51651189 2.4

27 2046 388285 60710619 42502992 12561303 55064295 2.48



Executive Engineer

SJPNLPage No.219



Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

28 2047 394633 62441332 45517440 13189368 58706808 2.58

29 2048 400980 64172045 48746700 13848836 62595536 2.67

30 2049 407327 65902758 52204884 14541278 66746162 2.77

31 2050 413674 67633471 55908972 15268342 71177314 2.88



Executive Engineer

SJPNLPage No.220



Pump

Operator/

Fitter etc.


Charges

2020 3.0 14850 534600 0 12690 0 49 9878 5808499 7 9878 829786 7172885

2021 3.0 16038 577368 0 13705 0 49 10570 6215160 7 10570 887880 7680408

2022 3.0 17321 623556 0 14801 0 49 11310 6650280 7 11310 950040 8223876

2023 3.0 18707 673452 0 15985 0 49 12102 7115976 7 12102 1016568 8805996

2024 3.0 20204 727344 0 17264 0 49 12949 7614012 7 12949 1087716 9429072

2025 3.0 21820 785520 0 18645 0 49 13855 8146740 7 13855 1163820 10096080

2026 3.0 23566 848376 0 20137 0 49 14825 8717100 7 14825 1245300 10810776

2027 3.0 25451 916236 0 21748 0 49 15863 9327444 7 15863 1332492 11576172

2028 3.0 27487 989532 0 23488 0 49 16973 9980124 7 16973 1425732 12395388

2029 3.0 29686 1068696 0 25367 0 49 18161 10678668 7 18161 1525524 13272888

2030 3.0 32061 1154196 0 27396 0 49 19432 11426016 7 19432 1632288 14212500

2031 3.0 34626 1246536 0 29588 0 49 20792 12225696 7 20792 1746528 15218760

2032 3.0 37396 1346256 0 31955 0 49 22247 13081236 7 22247 1868748 16296240

2033 3.0 40388 1453968 0 34511 0 49 23804 13996752 7 23804 1999536 17450256

2034 3.0 43619 1570284 0 37272 0 49 25470 14976360 7 25470 2139480 18686124

2035 3.0 47109 1695924 0 40254 0 49 27253 16024764 7 27253 2289252 20009940

2036 3.0 50878 1831608 0 43474 0 49 29161 17146668 7 29161 2449524 21427800



World Bank Program




Executive Engineer

SJPNLPage No.221



Pump

Operator/

Fitter etc.


Charges

2037 3.0 54948 1978128 0 46952 0 49 31202 18346776 7 31202 2620968 22945872

2038 3.0 59344 2136384 0 50708 0 49 33386 19630968 7 33386 2804424 24571776

2039 3.0 64092 2307312 0 54765 0 49 35723 21005124 7 35723 3000732 26313168

2040 3.0 69219 2491884 0 59146 0 49 38224 22475712 7 38224 3210816 28178412

2041 3.0 74757 2691252 0 63878 0 49 40900 24049200 7 40900 3435600 30176052

2042 3.0 80738 2906568 0 68988 0 49 43763 25732644 7 43763 3676092 32315304

2043 3.0 87197 3139092 0 74507 0 49 46826 27533688 7 46826 3933384 34606164

2044 3.0 94173 3390228 0 80468 0 49 50104 29461152 7 50104 4208736 37060116

2045 3.0 101707 3661452 0 86905 0 49 53611 31523268 7 53611 4503324 39688044

2046 3.0 109844 3954384 0 93857 0 49 57364 33730032 7 57364 4818576 42502992

2047 3.0 118632 4270752 0 101366 0 49 61379 36090852 7 61379 5155836 45517440

2048 3.0 128123 4612428 0 109475 0 49 65676 38617488 7 65676 5516784 48746700

2049 3.0 138373 4981428 0 118233 0 49 70273 41320524 7 70273 5902932 52204884

2050 3.0 149443 5379948 0 127692 0 49 75192 44212896 7 75192 6316128 55908972



Executive Engineer

SJPNLPage No.222



Units

Superinte

ndent

Manager

(A.E.E.)

Supervisor

/Asstt.

Manager

(A.E.)

Assitant

Supervisor/

Junior

manager


MechanicWatchman

1 Pump House 7.00 0 0 0 21 28 0 0 7

2 RWRM 0.00 0 0 0 0 0 0 0 0

3 WTP 0.00 0 0 0 0 0 0 0 0

4 PWRM 0.00 0 0 0 0 0 0 0 0

5 ESR/GSR 0.00 0 0 0 0 0 0 0 0

6 Gravity Main 0.00 0 0 0 0 0 0 0 0

7 D/System 0.00 0 0 0 0 0 0 0 0

Automation 1 0 3

0 3 0 21 28 0 0 7

Staff Pattern

Total


World Bank Program




Executive Engineer

SJPNLPage No.223


Annual M &

R Charges

Annual

Depreciation

(3x8) (5x7)

1 2 3 4 5 6 7 8 9 10


1


Valves, Meters for Pumping Mains (GI



56600000 58298000 52468200 50 0.0076 0.0025 141500 398758

2

Civil Works for Pumping Mains (GI Pipes

(Heavy) 100 mm to 150 mm - 0.644 Km

and MSERW Fe 410 Pipes 206.5 mm to

585 mm - 3.524 Km )

12500000 12875000 11587500 50 0.0076 0.0025 31250 88065

3 Pumping Machinery 51000000 52530000 47277000 20 0.0354 0.0250 1275000 1673606

4Construction of Pump House and staff

quarter58000000 59740000 53766000 67 0.0039 0.50% 290000 209687

5Acquisition of Land for Pump House &

Staff Quarter22500000 23175000 20857500 0 0

6 Plantation 2000000 2060000 1854000 0 0

7Express feeder, Substation and

Transformer69500000 71585000 64426500 20 0.0354 0.0250 1737500 2280698

8 SCADA (Cloud Based) System 2300000 2369000 2132100 20 0.0354 0.0250 57500 75476


Pumping Mains for 15 years274200000 282426000 254183400 0 0

548600000 565058000 3532750 4726291


World Bank Program


Total Rs.


Sr.


90% of

Gross Cost

Life in

Years

Depreciation

Factor

% of M &

R



Executive Engineer

SJPNLPage No.224

TRANSMISSION MAINS

ESTIMATE



1


Transmission lines (GI Pipes (Heavy) 100 mm to 150 mm -

12.203 Km and MSERW Fe 410 Pipes 260.4 mm to 585 mm -

20.313 Km )

3692.00

2

Civil Works for Transmission lines (GI Pipes (Heavy) 100 mm

to 150 mm - 12.203 Km and MSERW Fe 410 Pipes 260.4

mm to 585 mm - 20.313 Km )

925.00

3 BPT (11 nos ) and Tanks (4 nos) 339.00

4 Acquisition of Land for various Reservoirs 384.00

5 Plantation 20.00

6 Staff Quarter at 11 BPT and 4 Tanks 458.00


8Operation and Maintenance of the Transmisson lines for 15

years1138.00

6998.00

210.00




Total Net Cost


Recapitulation Sheet for Transmission Mains

World Bank Project



Executive Engineer

SJPNLPage No.225



1

Providing and Laying in trenches Galvanised mild steel pipe of following description

conforming to I.S 1239/2000 Heavy class, jointing all fitting , bends, Tees, Collars,

Tappers etc.including hydraullic testing of pipes as per direction of Engineer in

charge etc all complete


100 mm 1602.00 Rmt 1402.08 2246128.00


150 mm 10601.00 Rmt 2079.89 22048942.00


2 Providing & laying in trenches MS ERW Pipelines of given dia conforming to IS:

3589-2001,steel grade Fe 410 with wall thickness , weight per meter, flanges as

described in analysis

260.4 mm dia 6.3 mm thk 5220.00 RMT 4618.47 24108413.00


309.7 mm dia 7.1 mm thk 1589.00 RMT 5977.04 9497517.00




Providing and Laying of Pipes, Specials, Valves, Meters for Transmission lines (GI Pipes (Heavy) 100 mm to 150 mm - 12.203 Km and MSERW

Fe 410 Pipes 260.4 mm to 585 mm - 20.313 Km )

Abstract

World Bank Project



Executive Engineer

SJPNLPage No.226



339.6 mm dia 8 mm thk 5394.00 RMT 7281.60 39276950.00


388.8 mm dia 8.8 mm thk 3293.00 RMT 9015.51 29688074.00


437 mm dia 10 mm thk 506.00 RMT 11308.37 5722035.00


486 mm dia 11 mm thk 1161.00 RMT 13497.63 15670748.00


585 mm dia 15 mm thk 3067.00 RMT 18109.88 55543002.00


585 mm dia 15 mm thk 83.00 RMT 21256.82 1764316.00



GI Specials 20% Job 24295070 4859014.00

MS Specials 20% Job 181271055 36254211.00

4



the controller can send the data directly to SCADA system. No RTU, Communication

moden, external battery is required. for Flow Control Valves


80 2.00 No. 209734.73 419469.00

100 7.00 No. 214053.18 1498372.00

150 29.00 No. 259659.71 7530132.00

200 14.00 No. 361152.92 5056141.00



Executive Engineer

SJPNLPage No.227



250 2.00 No. 464510.07 929020.00

300 8.00 No. 514163.76 4113310.00

350 0.00 No. 659106.23 0.00

400 3.00 No. 889566.13 2668698.00

450 4.00 No. 953253.80 3813015.00

500 2.00 No. 1320830.52 2641661.00

600 1.00 No. 1493460.63 1493461.00

5



the controller can send the data directly to SCADA system. No RTU, Communication

moden, external battery is required. for Pressure Reducing Valves


80 2.00 No. 209734.73 419469.00

100 12.00 No. 214053.18 2568638.00

150 26.00 No. 259659.71 6751152.00

200 16.00 No. 361152.92 5778447.00

250 2.00 No. 464510.07 929020.00

300 13.00 No. 514163.76 6684129.00

350 0.00 No. 659106.23 0.00

400 3.00 No. 889566.13 2668698.00

450 4.00 No. 953253.80 3813015.00

500 2.00 No. 1320830.52 2641661.00

600 1.00 No. 1493460.63 1493461.00



Executive Engineer

SJPNLPage No.228






epoxy coating of minimum 250 microns. The Valve will have 'O' ring, gland sealing &

pocket less body passage for unobstructed flow and debris free bottom. Body,


not be supplied. Spindle shall be of SS : 420/304. The gland ('O' Ring) section will be

of Ductile Iron, Tamper resistant and will be separate unit from bonnet housing.



valve shall have Dust/Ingression resistant washer at spindle top. The spindle, spindle

nut, O rings shall be interchangeable design. The flanges shall be drilled as per IS:

1538 & the face to face shall confirm to IS: 14846. The Valve will be suitable for PN

1.6 Pressure Ratings.





O-Ring - Rubber NBR





EPDM. for Isolation Valve


80 2.00 No. 38346.81 76694.00

100 7.00 No. 42300.52 296104.00

150 28.00 No. 51688.96 1447291.00

200 21.00 No. 81696.12 1715619.00



Executive Engineer

SJPNLPage No.229



250 4.00 No. 98157.36 392629.00

300 17.00 No. 128438.40 2183453.00

350 0.00 No. 51920.00 0.00

400 6.00 No. 279070.00 1674420.00

450 10.00 No. 328993.68 3289937.00

500 6.00 No. 489246.05 2935476.00

600 3.00 No. 683946.05 2051838.00



Executive Engineer

SJPNLPage No.230






epoxy coating of minimum 250 microns. The Valve will have 'O' ring, gland sealing &

pocket less body passage for unobstructed flow and debris free bottom. Body,


not be supplied. Spindle shall be of SS : 420/304. The gland ('O' Ring) section will be

of Ductile Iron, Tamper resistant and will be separate unit from bonnet housing.



valve shall have Dust/Ingression resistant washer at spindle top. The spindle, spindle

nut, O rings shall be interchangeable design. The flanges shall be drilled as per IS:

1538 & the face to face shall confirm to IS: 14846. The Valve will be suitable for PN

1.6 Pressure Ratings.





O-Ring - Rubber NBR





EPDM. for Scour Valve


80 2.00 No. 38346.81 76694.00

100 4.00 No. 42300.52 169202.00

150 27.00 No. 51688.96 1395602.00

200 14.00 No. 81696.12 1143746.00



Executive Engineer

SJPNLPage No.231



250 4.00 No. 98157.36 392629.00

300 15.00 No. 128438.40 1926576.00

350 0.00 No. 51920.00 0.00

400 1.00 No. 279070.00 279070.00

450 12.00 No. 328993.68 3947924.00

500 3.00 No. 489246.05 1467738.00



Executive Engineer

SJPNLPage No.232



8

Manufacturing, Testing and Supplying Ductile Iron, Tamper Proof, Single chamber,

High Performance, Umbrella Sealing Arc design, Full port (Equal Size inlet &

outlets), Kinetic Air Release valve, for High Discharge, Venting, and Anti Vacuum

Function. The Inlet & Outlet parts of Air Valves should be equal to or larger than the

area of the nominal valve size to provide full flow area through the valve. The Valve

will be supplies with DI Resilient Seated Isolating Sluice Valve of PN 1.6 Rating. The

Valve shall be WRAS Approved. Body & top Cover will be in Ductile Iron Grade GGG-

50 or SGI 500/7. Lower grade shall not be supplied. The Ball, Ball Cage and

Umbrella sealing arc will be in SS: 304. The Valve will be suitable for PN 1.6

Pressure Ratings. All the top cover fasteners shall be of L & Key type with weather

proof PV cap, moisture & ingression resistant. The Sealing Arc shall be guided at top

and shall be capable of sealing at 0.2 kg/cm2. Valve will be fully protected from

corrosion by electro-statically applying epoxy coating of minimum 250 microns. The

flanges shall be drilled as per IS: 1538. The Cage, Ball, Arc, Gaskets, all will be

interchangeable.

AIR VALVE












O-Ring - Rubber NBR


Hand Wheel - Carbon SteelAs per rate anlysis- 34



Executive Engineer

SJPNLPage No.233




mm)41.00 No.

37630.321542843.00

50 51.00 No. 37630.32 1919146.00

80 10.00 No. 58814.98 588150.00

100 14.00 No. 78495.25 1098934.00

150 1.00 No. 99115.28 99115.00

9

Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064,

for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per

given specifications for size 100 mm-1000mm including sensor, transmitter surge

arrestor, cable suitable size for 25 mtrs built in GSM ( with Simcard and its

charges,valid for 36 months) including the pipe cutting, leveling and installation of

flow meter in the pipelines with necessary tool tackles, cranes including 36 months

guarantee etc complete, as may be required at site & based on technical

specifications



mm)2.00 No. 127257.22 254514.00

100 7.00 No. 127257.22 890801.00

150 23.00 No. 137188.22 3155329.00

200 22.00 No. 162429.12 3573441.00

250 8.00 No. 179509.51 1436076.00

300 17.00 No. 205886.16 3500065.00

400 9.00 No. 323360.36 2910243.00

450 6.00 No. 346428.41 2078570.00

500 4.00 No. 403010.83 1612043.00



Executive Engineer

SJPNLPage No.234



10

Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE

markd with following technical parameters at Raw Water Pump House and

Interfacing with PLC panel including Mounting arrangement.

Output 4-20 mA


Display - 4" LED


Enclosure- IP 67

162.00 No. 43679.00 7075998.00


Total Net Cost 369188229



Executive Engineer

SJPNLPage No.235


No. L B D





100 mm 1602 1602.00 Rmt

150 mm 10601 10601.00 Rmt



260.4 mm dia 6.3 mm thk 5220 5220.00 Rmt

309.7 mm dia 7.1 mm thk 1589 1589.00 Rmt

339.6 mm dia 8 mm thk 5394 5394.00 Rmt

388.8 mm dia 8.8 mm thk 3293 3293.00 Rmt

437 mm dia 10 mm thk 506 506.00 Rmt

486 mm dia 11 mm thk 1161 1161.00 Rmt

585 mm dia 12.5 mm thk 3067 3067.00 Rmt

585 mm dia 15 mm thk 83 83.00 Rmt


GI Specials 20% Job

MS Specials 20% Job



directly to SCADA system. No RTU, Communication moden, external battery is required. for Flow

Control Valves

80 2 2.00 No.

100 7 7.00 No.

150 29 29.00 No.

200 14 14.00 No.

250 2 2.00 No.

2

Sr.

No.Description


1



Providing and Laying of Pipes, Specials, Valves, Meters for Transmission lines (GI Pipes (Heavy) 100 mm to 150 mm - 12.203 Km and MSERW Fe 410 Pipes 260.4 mm

to 585 mm - 20.313 Km )

Measurement Sheet

World Bank Project



Executive Engineer

SJPNLPage No.236


No. L B D

Sr.

No.Description


300 8 8.00 No.

350 0 0.00 No.

400 3 3.00 No.

450 4 4.00 No.

500 2 2.00 No.

600 1 1.00 No.



directly to SCADA system. No RTU, Communication moden, external battery is required. for Pressure

Reducing Valves

80 2 2.00 No.

100 12 12.00 No.

150 26 26.00 No.

200 16 16.00 No.

250 2 2.00 No.

300 13 13.00 No.

350 0 0.00 No.

400 3 3.00 No.

450 4 4.00 No.

500 2 2.00 No.

600 1 1.00 No.



Executive Engineer

SJPNLPage No.237


No. L B D

Sr.

No.Description

















O-Ring - Rubber NBR





Valve

80 2 2.00 No.

100 7 7.00 No.

150 28 28.00 No.

200 21 21.00 No.

250 4 4.00 No.

300 17 17.00 No.

350 0 0.00 No.

400 6 6.00 No.

450 10 10.00 No.

500 6 6.00 No.

600 3 3.00 No.



Executive Engineer

SJPNLPage No.238


No. L B D

Sr.

No.Description

















O-Ring - Rubber NBR





Valve

80 2 2.00 No.

100 4 4.00 No.

150 27 27.00 No.

200 14 14.00 No.

250 4 4.00 No.

300 15 15.00 No.

350 0 0.00 No.

400 1 1.00 No.

450 12 12.00 No.

500 3 3.00 No.



Executive Engineer

SJPNLPage No.239


No. L B D

Sr.

No.Description







Approved. Body & top Cover will be in Ductile Iron Grade GGG-50 or SGI 500/7. Lower grade shall not

be supplied. The Ball, Ball Cage and Umbrella sealing arc will be in SS: 304. The Valve will be suitable

for PN 1.6 Pressure Ratings. All the top cover fasteners shall be of L & Key type with weather proof PV

cap, moisture & ingression resistant. The Sealing Arc shall be guided at top and shall be capable of

sealing at 0.2 kg/cm2. Valve will be fully protected from corrosion by electro-statically applying epoxy

coating of minimum 250 microns. The flanges shall be drilled as per IS: 1538. The Cage, Ball, Arc,

Gaskets, all will be interchangeable.

AIR VALVE












O-Ring - Rubber NBR






50 51 51.00 No.

80 10 10.00 No.

100 14 14.00 No.

150 1 1.00 No.



Executive Engineer

SJPNLPage No.240


No. L B D

Sr.

No.Description






meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete,

as may be required at site & based on technical specifications


100 7 7.00 No.

150 23 23.00 No.

200 22 22.00 No.

250 8 8.00 No.

300 17 17.00 No.

400 9 9.00 No.

450 6 6.00 No.

500 4 4.00 No.

10

Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with following

technical parameters at Raw Water Pump House and Interfacing with PLC panel including Mounting

arrangement.

Output 4-20 mA


Display - 4" LED


Enclosure- IP 67

162.00 162.00 No.



Executive Engineer

SJPNLPage No.241



1

Excavation in foundations, trenches etc., in earth work, lift upto 1.5m

stacking the soil not more than 3 meters clear from the edge of the

excavation and then returning the stacked soil in 15cm layers, when

required into the plinths sides of foundations etc., consolidating each

deposited layer by ramming and watering and then disposing of all

surplus excavated earth as directed within a lead of 20 meters

23636.01 Cum 546.74 12922794.00



180mm deep (inside) with chained lid & RCC Walls and slab 1:1.5:3

(M20), 230mm thick and 100mm thick PCC 1:2:4 (M15) finished with

a floating coat of neat cement including curing complete





c) 1200mmx1200mmx750mm inside size with 200 mm thick RCC

Wall 70.00 No. 36851.71 2579620.00




Civil Works for Transmission lines (GI Pipes (Heavy) 100 mm to 150 mm - 12.203 Km and MSERW Fe 410 Pipes 260.4 mm to

585 mm - 20.313 Km )

Abstract

2

World Bank Project



Executive Engineer

SJPNLPage No.242



d) 1500mmx1500mmx750mm inside size with 200 mm thick RCC

Wall 80.00 No. 47886.35 3830908.00


3Providing and constructing Anchor blocks/Thrust blocks for the

pipeline (Considering 30 blocks per km)975.00 No. 27075.12 26398238.00


4 Road Restoration 26012.80 Sqm 1400.00 36417920.00







Executive Engineer

SJPNLPage No.243


No. L B D

1

Excavation in foundations, trenches etc., in earth work, lift upto

1.5m stacking the soil not more than 3 meters clear from the

edge of the excavation and then returning the stacked soil in

15cm layers, when required into the plinths sides of

foundations etc., consolidating each deposited layer by

ramming and watering and then disposing of all surplus

excavated earth as directed within a lead of 20 meters


100 mm 1602 0.70 0.60 672.84 Cum

150 mm 10601 0.75 0.60 4770.45 Cum

For MSERW Pipes

260.4 mm dia 6.3 mm thk 5220 0.85 0.60 2662.20 Cum

309.7 mm dia 7.1 mm thk 1589 0.90 0.75 1072.58 Cum

339.6 mm dia 8 mm thk 5394 0.95 0.90 4611.87 Cum

388.8 mm dia 8.8 mm thk 3293 1.00 1.00 3293.00 Cum

437 mm dia 10 mm thk 506 1.10 1.10 612.26 Cum

486 mm dia 11 mm thk 1161 1.10 1.10 1404.81 Cum

585 mm dia 12.5 mm thk 3067 1.20 1.20 4416.48 Cum

585 mm dia 15 mm thk 83 1.20 1.20 119.52 Cum



Civil Works for Transmission lines (GI Pipes (Heavy) 100 mm to 150 mm - 12.203 Km and MSERW Fe 410 Pipes 260.4 mm to

585 mm - 20.313 Km )

Measurement Sheet

Sr.

No.Description


World Bank Project



Executive Engineer

SJPNLPage No.244


No. L B D

Sr.

No.Description


2


180mm deep (inside) with chained lid & RCC Walls and slab

1:1.5:3 (M20), 230mm thick and 100mm thick PCC 1:2:4 (M15)

finished with a floating coat of neat cement including curing

complete

a) 600mmx600mmx750mm inside size with 200 mm thick RCC

Wall 297 297.00 No.

b) 900mmx900mmx750mm inside size with 200 mm thick RCC

Wall 107 107.00 No.

c) 1200mmx1200mmx750mm inside size with 200 mm thick

RCC Wall 70 70.00 No.

d) 1500mmx1500mmx750mm inside size with 200 mm thick

RCC Wall 80 80.00 No.

3 Providing and constructing Anchor blocks/Thrust blocks for the

pipeline (Considering 30 blocks per km)975 975.00 No.

4 Road Restoration 1 26012.8 1 26012.80 Sqm




Executive Engineer

SJPNLPage No.245



1

Designing, providing, constructing, testing and

commissioning of reservoirs of required capacity

including excavation, foundation, RCC works,

reinforcement, all type of acceessories, provding and

erecting all pipes and valves alongwith required specials ,

hydraulic testing , epoxy painting externally and

foodgrade epoxy painting internally, leveliing the plot,

backfilling, constrcution of compound wall in RCC framed

structure and Brickwork, plaster, painting, providing

erecting gate of required size, including all leads and lifts

at various places in Shimla as directed by Engineer-In-

Charge

BPT

1 667 Cum 10000.00 6670000.00

2 667 Cum 10000.00 6670000.00

3 430 Cum 10000.00 4300000.00

4 100 Cum 10000.00 1000000.00

5 325 Cum 10000.00 3250000.00

6 74 Cum 10000.00 740000.00

7 88 Cum 10000.00 880000.00

8 102 Cum 10000.00 1020000.00

9 102 Cum 10000.00 1020000.00

10 497 Cum 10000.00 4970000.00



BPT (11 nos ) and Tanks (4 nos)

Abstract

World Bank Project



Executive Engineer

SJPNLPage No.246



11 49 Cum 10000.00 490000.00

Tanks

1 17 Cum 10000.00 170000.00

2 4 Cum 10000.00 40000.00

3 192 Cum 10000.00 1920000.00

4 71 Cum 10000.00 710000.00




Executive Engineer

SJPNLPage No.247




BPT

1 441

2 441

3 324

4 144

6 256

7 144

8 144

9 144

10 400

11 144

Tanks

1 144

2 144

3 225

4 144

Total area 3239 Sqm 11850.00 38382150.00



Acquisition of Land for various Reservoirs

ABSTRACT OF COST

World Bank Project




Executive Engineer

SJPNLPage No.248



1 Plantation in forest land/ cost of trees etc.

L.SLS 2000000.00



Plantation

ABSTRACT OF COST

World Bank Project




Executive Engineer

SJPNLPage No.249



1 Construction of staff quarters Type-I,II & III. At New Reservoir 100 sqm

x 15 reservoirs

1500 30545 Per Sqm. 45817500.00



5years.

45817500.00


Staff Quarter at 11 BPT and 4 Tanks

ABSTRACT OF COST

Total Rs. In Lac.

World Bank Project




Executive Engineer

SJPNLPage No.250



1

Supply, Installation, Commissioning, Testing, Terminating &

Interfacing Software Design to PLC and commissioning of

SCADA software with required hard tags plus 25% extra and

with unlimited soft Tags & life time licence Development version

1.00 Nos 450000 450000

2Developing/programming charges to install the software as per

logic defined by the dept. 1.00 Nos 250000 250000

3

Supply, Installation, Testing, Terminating & Interfacing

Centralised Historian Server grade Historian PC with Window 7

or latest window operating system & Historian software

development cost etc. complete1.00 Nos 85000 85000

4

Supply, Installation, Testing, Terminating & Interfacing

Secondary Computer Station Secondary computer station etc.1.00 Nos 65000 65000

5

Supply, Installation, Testing, Intgeration & Commissioning of

46" LCD monitor at Conf. Room for display of total water

system (Online) 1.00 Nos 98000 98000




Abstract

World Bank Project



Executive Engineer

SJPNLPage No.251



6

Supplying and erecting window model mounted type room Air-

Conditioner 3 star 230/250 V 50 cycles single phase A.C.supply

2 TRcapacity complete with gas R410A/R32 at position in

provided recess with wooden frame as per specification No.AP-

AC/WAC 1.00 Nos 45000 45000

7Power Supply From Electrcity Department at each location of

PRV and FCV167.00 Job 10000.00 1670000.00


9

Designing, Supplying, Installing, commissioning & testing of

Ultrasonic level transmitter CE marked with following technical

parameters and Interfacing with PLC panel including Mounting

accessories.

14 Jobs 53125.842 743762.00




Executive Engineer

SJPNLPage No.252



1Providing staff for the operation and Maintenance of distribution

system

1 Fitter for 10 to 15 km of Dist System as per CPHEEO manual

2 Helper for 10 to 15 km of Dist System as per CPHEEO manual

1 Watchman for each ESR as per CPHEEO manual



2021 1.00 Job 2987328.00 2987328.00

2022 1.00 Job 3202236.00 3202236.00

2023 1.00 Job 3432708.00 3432708.00

2024 1.00 Job 3679716.00 3679716.00

2025 1.00 Job 3944460.00 3944460.00

2026 1.00 Job 4228476.00 4228476.00

2027 1.00 Job 4533000.00 4533000.00

2028 1.00 Job 4859376.00 4859376.00

2029 1.00 Job 5209404.00 5209404.00

2030 1.00 Job 5584692.00 5584692.00

2031 1.00 Job 5987112.00 5987112.00

2032 1.00 Job 6418572.00 6418572.00



Operation and Maintenance of the Transmisson lines for 15 years

Abstract

World Bank Project



Executive Engineer

SJPNLPage No.253



2033 1.00 Job 6881280.00 6881280.00

2034 1.00 Job 7377444.00 7377444.00

2035 1.00 Job 7909608.00 7909608.00

2Maintenance and repairs of transmission lines including all

material and labour required.


2021 1.00 Job 1740637.50 1740638.00

2022 1.00 Job 1827669.38 1827669.00

2023 1.00 Job 1919052.84 1919053.00

2024 1.00 Job 2015005.49 2015005.00

2025 1.00 Job 2115755.76 2115756.00

2026 1.00 Job 2221543.55 2221544.00

2027 1.00 Job 2332620.73 2332621.00

2028 1.00 Job 2449251.76 2449252.00

2029 1.00 Job 2571714.35 2571714.00

2030 1.00 Job 2700300.07 2700300.00

2031 1.00 Job 2835315.07 2835315.00

2032 1.00 Job 2977080.82 2977081.00

2033 1.00 Job 3125934.87 3125935.00

2034 1.00 Job 3282231.61 3282232.00

2035 1.00 Job 3446343.19 3446343.00




Executive Engineer

SJPNLPage No.254




Dhalli Store (IPH)

6 K.M. 0.5 K.M.


Sand Deothi Solan

60 K.M. 0.5 K.M.



115 K.M 0.5 K.M.



115 K.M 0.5 K.M.



6 K.M 0.5 K.M.


Brick/MSERW Pipe/GI

130 K.M 0 K.M.


Flanges

6 K.M. 0.5 K.M.




Lead Statement

LEAD CHART



Executive Engineer

SJPNLPage No.255






1 Km. 0 103.5 0.00 1 Km. 0 103.50 0.00

2 Km. 0 119.49 0.00 2 Km. 0 119.49 0.00

3 Km. 0 135.32 0.00 3 Km. 0 135.32 0.00

4 Km. 0 150.70 0.00 4 Km. 0 150.70 0.00

5 Km. 1 165.35 165.35 5 Km. 1 165.35 165.35

5- 10 Km. 1 13.56 13.56 5- 10 Km. 1 13.56 13.56

10-20 Km. 0 11.32 0.00 10-20 Km. 0 11.32 0.00


TOTAL : 178.91 TOTAL : 178.91


1st. 1 Km. 0 431.84 0.00 1st. 1 Km. 0 911.43 0.00

1st. 100 Mtr 1 68.60 68.60 1st. 100 Mtr 1 144.81 144.81



Total : 230.04 Total : 485.53

3) Sand: 4)




1 Km. 0 155.25 0.00 1 Km. 0 155.25 0.00

2 Km. 0 179.24 0.00 2 Km. 0 179.24 0.00

3 Km. 0 202.98 0.00 3 Km. 0 202.98 0.00

4 Km. 0 226.05 0.00 4 Km. 0 226.05 0.00

5 Km. 1 248.03 248.03 5 Km. 1 248.03 248.03

5- 10 Km. 5 20.34 101.70 5- 10 Km. 5 20.34 101.70

10-20 Km. 10 16.98 169.80 10-20Km 10 16.98 169.80


TOTAL : 1090.33 TOTAL : 1875.18


1st. 1 Km. 0 732.74 0.00 1st. 1 Km. 0 732.74 0.00


Stone aggregate

below 40mm.:



Executive Engineer

SJPNLPage No.256


1st. 100 Mtr 1 116.42 116.42 1st. 100 Mtr 1 116.42 116.42



5) 6)




1 Km. 0 168.02 0.00 1 Km. 0 155.25 0.00

2 Km. 0 193.98 0.00 2 Km. 0 179.24 0.00

3 Km. 0 219.67 0.00 3 Km. 0 202.98 0.00

4 Km. 0 244.64 0.00 4 Km. 0 226.05 0.00

5 Km. 1 268.43 268.43 5 Km. 1 248.03 248.03

5- 10 Km. 5 22.01 110.05 5- 10 Km. 1 20.34 20.34

10-20 Km. 10 18.38 183.80 10-20 Km. 0 16.98 0.00


TOTAL : 2029.08 TOTAL : 268.37


1st. 1 Km. 0 792.22 0.00 1st. 1 Km. 0 585.93 0.00

1st. 100 Mtr 1 125.86 125.86 1st. 100 Mtr 1 93.09 93.09



Total : 422.02 Total : 312.13

7) 7.1)




1 Km. 0 103.5 0.00 1 Km. 0 103.5 0.00

2 Km. 0 119.49 0.00 2 Km. 0 119.49 0.00

3 Km. 0 135.32 0.00 3 Km. 0 135.32 0.00

4 Km. 0 150.70 0.00 4 Km. 0 150.70 0.00

5 Km. 1 165.35 165.35 5 Km. 1 165.35 165.35

5- 10 Km. 5 13.56 67.80 5- 10 Km. 5 13.56 67.80

GI Pipe below 100mm

dia :

LEAD From

Chandigarh :LEAD From IPH Store :

Stone aggregate 40mm

and above:

Timber(Local wood

for shuttering)and

Shutter

GI Pipe below 100mm

dia :



Executive Engineer

SJPNLPage No.257


10-20 Km. 10 11.32 113.20 10-20 Km. 10 11.32 113.20


TOTAL : 1449.51 TOTAL : 1449.51


1st. 1 Km. 0 535.00 0.00 1st. 1 Km. 0 535.00 0.00

1st. 100 Mtr 1 85.00 85.00 1st. 100 Mtr 1 85.00 85.00



Total : 285.00 Total : 285.00

8) 9)




1 Km. 0 964.05 0.00 1 Km. 0 1247.59 0.00

2 Km. 0 1113.02 0.00 2 Km. 0 1440.37 0.00

3 Km. 0 1260.42 0.00 3 Km. 0 1631.13 0.00

4 Km. 0 1403.69 0.00 4 Km. 0 1816.54 0.00

5 Km. 1 1540.16 1540.16 5 Km. 1 1993.15 1993.15

5- 10 Km. 5 126.30 631.50 5- 10 Km. 5 163.45 817.25

10-20 Km. 10 105.46 1054.60 10-20 Km. 10 136.48 1364.80


TOTAL : 13502.70 TOTAL : 17473.44


1st. 1 Km. 0 5373.33 0.00 1st. 1 Km. 0 6724.09 0.00

1st. 100 Mtr 1 853.71 853.71 1st. 100 Mtr 1 1068.31 1068.31



Total : 2862.43 Total : 3581.99

10) 11)



MSERW Pipe 400 mm

dia :

LEAD (From

Chandigarh to IPH and

IPH to Site) :



MSERW Pipe 350 mm

dia :

MSERW Pipe 250 mm

dia :

MSERW Pipe 300 mm

dia :



LEAD (From


IPH to Site) :



Executive Engineer

SJPNLPage No.258



1 Km. 0 1767.42 0.00 1 Km. 0 2356.56 0.00

2 Km. 0 2040.53 0.00 2 Km. 0 2720.70 0.00

3 Km. 0 2310.77 0.00 3 Km. 0 3081.03 0.00

4 Km. 0 2573.43 0.00 4 Km. 0 3431.24 0.00

5 Km. 1 2823.63 2823.63 5 Km. 1 3764.85 3764.85

5- 10 Km. 5 231.56 1157.80 5- 10 Km. 5 308.74 1543.70

10-20 Km. 10 193.35 1933.50 10-20 Km. 10 257.80 2578.00


TOTAL : 24754.49 TOTAL : 33006.35


1st. 1 Km. 0 9613.31 0.00 1st. 1 Km. 0 11186.42 0.00

1st. 100 Mtr 1 1527.35 1527.35 1st. 100 Mtr 1 1777.28 1777.28



Total : 5121.11 Total : 5959.12

10) 11)




1 Km. 0 3029.86 0.00 1 Km. 0 4241.80 0.00

2 Km. 0 3498.05 0.00 2 Km. 0 4897.27 0.00

3 Km. 0 3961.32 0.00 3 Km. 0 5545.85 0.00

4 Km. 0 4411.59 0.00 4 Km. 0 6176.23 0.00

5 Km. 1 4840.52 4840.52 5 Km. 1 6776.72 6776.72

5- 10 Km. 5 396.96 1984.80 5- 10 Km. 5 555.74 2778.70

10-20 Km. 10 331.46 3314.60 10-20 Km. 10 464.04 4640.40


TOTAL : 42436.64 TOTAL : 59410.30


1st. 1 Km. 0 14915.16 0.00 1st. 1 Km. 0 16406.73 0.00

1st. 100 Mtr 1 2369.70 2369.70 1st. 100 Mtr 1 2606.67 2606.67



MSERW Pipe 450 mm

dia :

MSERW Pipe 600 mm

dia :



LEAD (From


IPH to Site) :



Executive Engineer

SJPNLPage No.259


Total : 7945.46 Total : 8740.03





1 Km. 0 103.50 0.00 1 Km. 0 388.13 0.00

2 Km. 0 119.49 0.00 2 Km. 0 448.10 0.00

3 Km. 0 135.32 0.00 3 Km. 0 507.45 0.00

4 Km. 0 150.70 0.00 4 Km. 0 565.13 0.00

5 Km. 1 165.35 165.35 5 Km. 1 620.07 620.07

5- 10 Km. 5 13.56 67.80 5- 10 Km. 5 50.85 254.25

10-20 Km. 10 11.32 113.20 10-20 Km. 10 42.46 424.60


TOTAL : 346.35 TOTAL : 5222.62


1st. 1 Km. 0 911.43 0.00 1st. 1 Km. 0 1367.88 0.00

1st. 100 Mtr 1 144.81 144.81 1st. 100 Mtr 0 217.32 0.00



Total : 144.81 Total : 0.00

(Assumed as




Executive Engineer

SJPNLPage No.260


Sr.

No.

RATE UNIT





5 SAND 650.00 /CUM












17 MS BOLTS 22 mm 5975.00 /QTL.

18 MS FLAT 5000.00 /QTL.



21 BRICKS (I st Class) 4500.00 /1000

22 BRICKS II nd

Class) 4000.00 /1000





27 M.OIL 285.00 /LTS.





32 22mm RIVETS 6975.00 / QTL.


34 M.S.PLATES 4500.00 / QTL.

35 R.S.JOISTS 5000.00 / QTL.



















** BASIC RATE **Name of work:- Hydraulic Design & Network Modelling for Shimla Water Supply

DESCRIPTION OF ITEM



Executive Engineer

SJPNLPage No.261
























83 P.G.I. SHEET 6000.00 /MT

84 800.00 /Cent


86 70.00 /KG

87 73.00 /KG

88 1373.00 /Meter

89 1703.00 /Meter

90 2318.00 /Meter

91 2880.00 /Meter

92 0.00 /Meter

93 4350.00 /Meter

94 0.00 /Meter

95 6140.00 /Meter

96 100 MM 105.00 EACH

97 150 MM 124.00 EACH

98 200 MM 171.00 EACH

99 250MM 295.00 EACH

100 300 MM 390.00 EACH

101 350 MM 703.00 EACH

102 400 MM 798.00 EACH

103 450 MM 1121.00 EACH

104 500 MM 1350.00 EACH


(B)


88 FITTER (G-I) 292.00 252.00 /DAY

89 FITTER (G-II) 292.00 252.00 /DAY

90 MASON(G-1) 292.00 252.00 /DAY

91 MASON(G-II) 292.00 252.00 /DAY



- 42 450 mm diaAPI Pipes (IS/ISO:3183-2007) Gr, X

- 42 , 600 mm diaDI PIPE 150 MM DIA Including frieght charges Upto Kalka








Rubber Gasket EPDM


33/2010 dt. 07-04-2017

Designation



Executive Engineer

SJPNLPage No.262


92 PAINTER(G-I) 292.00 252.00 /DAY

93 PAINTER(G-II) 265.00 225.00 /DAY





98 BELDAR 250.00 210.00 /DAY

99 BHISTI 250.00 210.00 /DAY

100 MATE 250.00 210.00 /DAY


102 BHANDHANI 250.00 210.00 /DAY

103 DRILLER 250.00 210.00 /DAY




107 BLASTER 250.00 210.00 /DAY







Executive Engineer

SJPNLPage No.263


56.00 285.00 250.00 2500.00

1 2 3 4 5 6 7 8 9 10 11 12 13 14

1 12.00 5.65 17.30 5.77 323.12 0.22 62.70 1500.00 2500.00 4385.82 776.25

2 12.75 5.12 26.48 8.83 494.48 0.33 94.05 1500.00 2500.00 4588.53 896.20 119.95

3 13.12 4.69 34.14 11.38 637.28 0.43 122.55 1500.00 2500.00 4759.83 1014.89 118.69

4 13.50 4.34 40.72 13.57 759.92 0.51 145.35 1500.00 2500.00 4905.27 1130.25 115.36

5 13.88 4.06 46.60 15.53 869.68 0.58 165.30 1500.00 2500.00 5034.98 1240.14 109.89

6 14.25 3.82 51.84 17.28 967.68 0.65 185.25 1500.00 2500.00 5152.93 1348.93 108.79

7 14.63 3.62 56.68 18.89 1057.84 0.71 202.35 1500.00 2500.00 5260.19 1453.09 104.16

8 15.10 3.46 61.36 20.45 1145.20 0.77 219.45 1500.00 2500.00 5364.65 1550.48 97.39

9 15.38 3.31 65.58 21.86 1224.16 0.82 233.70 1500.00 2500.00 5457.86 1648.90 98.42

10 15.75 3.17 69.40 23.13 1295.28 0.87 247.95 1500.00 2500.00 5543.23 1748.65 99.75 101.70

11 16.13 3.06 73.32 24.44 1368.64 0.92 262.20 1500.00 2500.00 5630.84 1840.14 91.49

12 16.50 2.96 77.04 25.68 1438.08 0.96 273.60 1500.00 2500.00 5711.68 1929.62 89.48

13 16.88 2.87 80.62 26.87 1504.72 1.01 287.85 1500.00 2500.00 5792.57 2018.32 88.70

14 17.25 2.78 83.84 27.95 1565.20 1.05 299.25 1500.00 2500.00 5864.45 2109.51 91.19

15 17.63 2.71 87.30 29.10 1629.60 1.09 310.65 1500.00 2500.00 5940.25 2191.97 82.46

16 18.00 2.64 90.48 30.16 1688.96 1.13 322.05 1500.00 2500.00 6011.01 2276.90 84.93

17 18.38 2.58 93.72 31.24 1749.44 1.18 336.30 1500.00 2500.00 6085.74 2358.81 81.91

18 18.75 2.52 96.72 32.24 1805.44 1.21 344.85 1500.00 2500.00 6150.29 2440.59 81.78

19 19.13 2.47 99.86 33.29 1864.24 1.25 356.25 1500.00 2500.00 6220.49 2518.42 77.83

20 19.50 2.42 102.80 34.27 1919.12 1.29 367.65 1500.00 2500.00 6286.77 2597.84 79.42 84.92

21 19.88 2.38 105.96 35.32 1977.92 1.32 376.20 1500.00 2500.00 6354.12 2669.80 71.96

22 20.25 2.34 108.96 36.32 2033.92 1.36 387.60 1500.00 2500.00 6421.52 2744.24 74.44

23 20.63 2.30 111.80 37.27 2087.12 1.40 399.00 1500.00 2500.00 6486.12 2820.05 75.81

24 21.00 2.26 114.48 38.16 2136.96 1.43 407.55 1500.00 2500.00 6544.51 2895.80 75.75

25 21.38 2.23 117.50 39.17 2193.52 1.48 421.80 1500.00 2500.00 6615.32 2966.51 70.71

26 21.75 2.20 120.40 40.13 2247.28 1.51 430.35 1500.00 2500.00 6677.63 3035.29 68.78

27 22.13 2.17 123.18 41.06 2299.36 1.54 438.90 1500.00 2500.00 6738.26 3105.19 69.90

28 22.50 2.14 125.84 41.95 2349.20 1.57 447.45 1500.00 2500.00 6796.65 3176.00 70.81

29 22.88 2.11 128.38 42.79 2396.24 1.60 456.00 1500.00 2500.00 6852.24 3247.51 71.51

30 23.25 2.09 131.40 43.80 2452.80 1.64 467.40 1500.00 2500.00 6920.20 3311.10 63.59 71.33


Lead

inK.M

.(L)


No.

No.of Km.

done

2NL+6

Litre of

diesel

consumed

Litre of

Diesel @

per Ltr.

Litres of

M.Oil

consumed

Cost of

M.Oil @

per litre

Cost of 6

Beldar @

per day

Hire

Charges

of Truck

@ per day

Total

cost

Col.No6+

8+9+10

Cost per

trip

Increas

e in

Cost per

Km over

previou

s Km.

Average

cost per

additional

Km.after

five Km.



Executive Engineer

SJPNLPage No.264


776.25 896.20 1014.89 1130.25 1240.14 101.70 84.92

1 2 3 4 5 6 7 8 9 10 11 12







Stones.

5 cu.m 4.62 1 cu.m 168.02 193.98 219.67 244.64 268.43 22.01 18.38

7 Soling stone, stone block & stone

for filling crates

5 cu.m 4.25 1 cu.m 182.65 210.87 238.80 265.94 291.80 23.93 19.98

8 Bricks. 2000Nos. 2000.00 1000 Nos. 388.13 448.10 507.45 565.13 620.07 50.85 42.46


10 Slates. 14450Nos. 14450.00 1000 Nos. 53.72 62.02 70.23 78.22 85.82 7.04 5.88




materials.

7.50 Tonne 7.50 1 Tonne 103.50 119.49 135.32 150.70 165.35 13.56 11.32



15 Timber 5 cu.m 5.00 1 cu.m 155.25 179.24 202.98 226.05 248.03 20.34 16.98



BE PAID

AFTER

DEDUCTION

OF VOIDS.



5Km.UP TO

10 Km.

BEYOND

10Km.UP

TO 20 Km.

BEYOND 20Km

/Km.

71.33

13

11.89

14.86

12.92

23.78

14.27

15.44

16.78

35.67

22.29

4.94

28.53

9.51

12.97

9.51

14.27

15.85



Executive Engineer

SJPNLPage No.265




332.40m 332.40 100m 233.53 269.61 305.32 340.03 373.09 30.60 25.55

18 100 mm dia 322.80m 322.80 100m 240.47 277.63 314.40 350.14 384.18 31.51 26.31

19 125 mm dia 219.6m 219.60 100m 353.48 408.11 462.15 514.69 564.73 46.31 38.67

20 150 mm dia 183m 183.00 100m 424.18 489.73 554.58 617.62 677.67 55.57 46.40

21 200 mm dia 109.80m 109.80 100m 706.97 816.21 924.31 1029.37 1129.45 92.62 77.34

22 250 mm dia 80.52m 80.52 100m 964.05 1113.02 1260.42 1403.69 1540.16 126.30 105.46

23 300 mm dia 62.22m 62.22 100m 1247.59 1440.37 1631.13 1816.54 1993.15 163.45 136.48

24 350 mm dia 43.92m 43.92 100m 1767.42 2040.53 2310.77 2573.43 2823.63 231.56 193.35

25 400 mm dia 32.94m 32.94 100m 2356.56 2720.70 3081.03 3431.24 3764.85 308.74 257.80

26 450 /500mmdia 25.62m 25.62 100m 3029.86 3498.05 3961.32 4411.59 4840.52 396.96 331.46

27 600, 700, 750 & 800 mm dia 18.30m 18.30 100m 4241.80 4897.27 5545.85 6176.23 6776.72 555.74 464.04

28 900,1000,1100 & 1200 mm dia. 11.00m 11.00 100m 7056.82 8147.27 9226.27 10275.00 11274.00 924.55 772.00

21.46

22.10

216.55

278.42

389.78

648.45

32.48

38.98

64.96

88.59

114.64

162.41



Executive Engineer

SJPNLPage No.266


1 2 3 4 5 6 7 8 9 10 11









8 Bricks. 15000 Nos 15000.00 1000 Nos. 1917.50 153.40 63.92 217.32 1367.88 683.94


Nos.

24000.00 1000 Nos. 1917.50 95.88 39.95 135.83 854.93 427.47

10 Slates. 80000

Nos.

80000.00 1000 Nos. 1917.50 28.76 11.98 40.74 256.38 128.19





46 Tonne 46.00 1 Tonne 2300.00 60.00 25.00 85.00 535.00 267.50



4 Timber 42 cu.m 42.00 1 cu.m 2300.00 65.71 27.38 93.09 585.93 292.97


6 Concrete, R.C.C. Hume, steel C.I.Pipes:- 100mm

dia

1702m 1702.00 100m 2300.00 162.16 67.57 229.73 1445.99 723.00



No's Beldar @


S.N

o

MATERIALS

CA

PA

CIT

Y

NE

T Q

TY

.TO

BE

PA

ID A

FT

ER

DE

DU

CT

ION

OF

VO

IDS

.

UN

ITS

CO

ST

OF 8

HO

UR


FO

R F

IRS

T 5

0

MT

R

FO

R E

VE

RY

AD

D.

LE

AD

OF 5

0

MT

RS

OR

PA

RT

TH

ER

E O

F

BE

YO

ND

50

MT

RS

UP

TO

0.5

0

FO

R 1

00

MT

R

FO

R 1

KM

.

BE

YO

ND

1

KM

./E

VE

RY

1/2

KM

.



Executive Engineer

SJPNLPage No.267









450mm,500mm dia

165m 165.00 100m 2300.00 1672.73 696.97 2369.70 14915.16 7457.58

15 Concrete, R.C.C. Hume, steel C.I.Pipes:- 600,700,750

& 800mm dia

150m 150.00 100m 2300.00 1840.00 766.67 2606.67 16406.73 8203.37


900,1000,1100&1200mm dia

125m 125.00 100m 2300.00 2208.00 920.00 3128.00 19688.00 9844.00


of 2m length 10064m

10064m 10064.00 100m 2300.00 27.42 11.43 38.85 244.59 122.30


2m length=3660

3660m 3660.00 100m 2300.00 75.41 31.42 106.83 672.39 336.20


2m length=2562m

2562m 2562.00 100m 2300.00 107.73 44.89 152.62 960.64 480.32


2m length= 2200m

2200m 2200.00 100m 2300.00 125.45 52.27 177.72 1118.58 559.29


2m length =1830m

1830m 1830.00 100m 2300.00 150.82 62.84 213.66 1344.78 672.39


2m length= 1600m

1600m 1600.00 100m 2300.00 172.50 71.88 244.38 1538.22 769.11



Executive Engineer

SJPNLPage No.268



2m length= 1400m

1400m 1400.00 100m 2300.00 197.14 82.14 279.28 1757.80 878.90


2m length= 1200m

1200m 1200.00 100m 2300.00 230.00 95.83 325.83 2050.77 1025.39



Executive Engineer

SJPNLPage No.269


RATE ANALYSIS - 1




A Material


Chandigarh Mtr.10.00 691.8399 6918.40





Sub Total:- 7887.38 (A)

2 Carriage


ShimlaTonne 0.101 1449.51 146.40




3 Labour



* Beldar Each 1.19 250.00 297.50


Total (A+B+C) 8623.27

4 Other additions

Add 10% C.P & 5 % O.H charges 8623.27 15.00% 1293.49

Add 12% GST 0.00% 0.00


Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 1431.51 (D)

Cost for 10 Rmt. (A1+B+C+D) 10054.78








Executive Engineer

SJPNLPage No.270


RATE ANALYSIS - 2




A Material

1 Chandigarh Mtr. 10.00 996.6616 9966.62





Sub Total:- 11347.11 (A)

2 Carriage


ShimlaTonne 0.148 1449.51 214.53




3 Labour



* Beldar Each 1.19 250.00 297.50


Total (A+B+C) 10852.15

4 Other additions

Add 10% C.P & 5 % O.H charges 10852.15 15.00% 1627.82

Add 12% GST 0.00% 0.00


Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 1788.13 (D)

Cost for 10 Rmt. (A1+B+C+D) 14020.78








Executive Engineer

SJPNLPage No.271


RATE ANALYSIS - 3




A Material


Chandigarh Mtr. 10.00 1474.7898 14747.90





Sub total 16773.86 (A)

2 Carriage





3 Labour



* Beldar Each 1.19 250.00 297.50


Total (A+B+C) 17885.46

4 Other additions

Add 10% C.P & 5 % O.H charges 17885.46 15.00% 2682.82

Add GST 0.00% 0.00


Add 12.5% EPF on Labour 414.30 12.50% 51.79

Sub Total:- 2913.46 (D)









Executive Engineer

SJPNLPage No.272


Data

Pipe: MS ERW - 260.40 MM Dia


Thickness in mm 6.3




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 36





Analysis of Rate:


Pipe: MS ERW - 260.40 MM Dia 4226.88 Kg 58.00 245159.04

Add GST 18.00% 44128.63











Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

RATE ANALYSIS - 5





Executive Engineer

SJPNLPage No.273



Sundries. 1 LS 10.00 10.00





Innner side 81.81

Outer side 85.77


I.N. 13.52.1 P.N. 804167.58 Sqm 122.5 20528.55


Clothe 0.86 Sqm 25.00 21.50

Bitumen 0.86 Sqm 40.00 34.40

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.339597.18 % 15.00% 50939.58


Nut Blots 7.2 Kg 59.75 430.2

Add GST 12.00% 51.62





Gasket 2 No 105.00 210.00








taxes.3485.1897 % 15.00% 522.78


Add 1% Labour Cess 343082.37 % 1.00% 3430.82






Executive Engineer

SJPNLPage No.274


Data

Pipe: MS ERW - 250MM Dia


Thickness in mm 7.1




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 36





Analysis of Rate:


Pipe: MS ERW - 250MM Dia 5657.94 Kg 58.00 328160.52

Add GST 18.00% 59068.89


Add entry tax 3.00% 11616.88









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12


RATE ANALYSIS - 6





Executive Engineer

SJPNLPage No.275



Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 97.3

Outer side 101.76


I.N. 13.52.1 P.N. 804199.06 Sqm 122.5 24384.85


Clothe 1.02 Sqm 25.00 25.50

Bitumen 1.02 Sqm 40.00 40.80

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.439002.03 % 15.00% 65850.3


Nut Blots 7.2 Kg 59.75 430.2

Add GST 12.00% 51.62





Gasket 2 No 105.00 210.00








taxes.3972.6897 % 15.00% 595.90


Add 1% Labour Cess 442974.72 % 1.00% 4429.75






Executive Engineer

SJPNLPage No.276


Data



Thickness in mm 8




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 48





Analysis of Rate:



Add GST 18.00% 73029.47


Add entry tax 3.00% 14362.46









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12


RATE ANALYSIS - 7





Executive Engineer

SJPNLPage No.277



Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00





Innner side 106.69

Outer side 111.72


I.N. 13.52.1 P.N. 804218.41 Sqm 122.5 26755.23


Clothe 1.12 Sqm 25.00 28.00

Bitumen 1.12 Sqm 40.00 44.80

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.535094.29 % 15.00% 80264.14


Nut Blots 9.6 Kg 59.75 573.6

Add GST 12.00% 68.83





Gasket 2 No 105.00 210.00








taxes.4608.2394 % 15.00% 691.24


Add 1% Labour Cess 539702.53 % 1.00% 5397.03






Executive Engineer

SJPNLPage No.278


Data



Thickness in mm 8.8




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 48





Analysis of Rate:



Add GST 18.00% 91888.5











Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00


RATE ANALYSIS - 8





Executive Engineer

SJPNLPage No.279






Innner side 122.15

Outer side 127.67


I.N. 13.52.1 P.N. 804249.82 Sqm 122.5 30602.95


Clothe 1.28 Sqm 25.00 32.00

Bitumen 1.28 Sqm 40.00 51.20

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.662590.70 % 15.00% 99388.61


Nut Blots 9.6 Kg 59.75 573.6

Add GST 12.00% 68.83





Gasket 2 No 105.00 210.00








taxes.5166.4694 % 15.00% 774.97


Add 1% Labour Cess 667757.17 % 1.00% 6677.57






Executive Engineer

SJPNLPage No.280


Data


Diameter in mm 437

Thickness in mm 10




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 60





Analysis of Rate:



Add GST 18.00% 117392.37


Add entry tax 3.00% 23087.17









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00


RATE ANALYSIS - 8





Executive Engineer

SJPNLPage No.281






Innner side 137.29

Outer side 143.57


I.N. 13.52.1 P.N. 804280.86 Sqm 122.5 34405.35


Clothe 1.44 Sqm 25.00 36.00

Bitumen 1.44 Sqm 40.00 57.60

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.831059.69 % 15.00% 124658.95



Add GST 12.00% 86.04





Gasket 2 No 105.00 210.00








taxes.5814.4194 % 15.00% 872.16


Add 1% Labour Cess 836874.11 % 1.00% 8368.74






Executive Engineer

SJPNLPage No.282


Data


Diameter in mm 486

Thickness in mm 11




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 60





Analysis of Rate:



Add GST 18.00% 143567.12


Add entry tax 3.00% 28234.87









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00


RATE ANALYSIS - 8





Executive Engineer

SJPNLPage No.283






Innner side 152.68

Outer side 159.59


I.N. 13.52.1 P.N. 804312.27 Sqm 122.5 38253.08


Clothe 1.6 Sqm 25.00 40.00

Bitumen 1.6 Sqm 40.00 64.00

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.990009.24 % 15.00% 148501.39

Pair of Flange 10.67 Kg 64.00 682.88


Add GST 12.00% 86.04





Gasket 2 No 105.00 210.00








taxes.6341.2494 % 15.00% 951.19


Add 1% Labour Cess 996350.49 % 1.00% 9963.50






Executive Engineer

SJPNLPage No.284


Data


Diameter in mm 585

Thickness in mm 12.5




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 60





Analysis of Rate:



Add GST 18.00% 196140.25


Add entry tax 3.00% 38574.25









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00


RATE ANALYSIS - 4





Executive Engineer

SJPNLPage No.285






Innner side 183.78

Outer side 191.64


I.N. 13.52.1 P.N. 804375.42 Sqm 122.5 45988.95


Clothe 1.92 Sqm 25.00 48.00

Bitumen 1.92 Sqm 40.00 76.80

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.1327776.27 % 15.00% 199166.44

Pair of Flange 12.82 Kg 64.00 820.48


Add GST 12.00% 86.04





Gasket 2 No 105.00 210.00








taxes.7430.7994 % 15.00% 1114.62


Add 1% Labour Cess 1335207.07 % 1.00% 13352.07






Executive Engineer

SJPNLPage No.286


Data


Diameter in mm 585

Thickness in mm 15




Add for bends 2%


Welding


No of Welds 19

Flanges



No of Nut bolts 60





Analysis of Rate:



Add GST 18.00% 236350.12


Add entry tax 3.00% 46482.19









Fitter 0.20 Nos 292.00 58.40


Beldar. 1.60 Nos 250.00 400.00

Sundries. 1 LS 10.00 10.00





Plumber 0.36 Nos 292.00 105.12


Beldar. 1.32 Nos 250.00 330.00

Sundries. 1 LS 10.00 10.00


RATE ANALYSIS - 4





Executive Engineer

SJPNLPage No.287






Innner side 183.78

Outer side 193.21


I.N. 13.52.1 P.N. 804376.99 Sqm 122.5 46181.28


Clothe 1.93 Sqm 25.00 48.25

Bitumen 1.93 Sqm 40.00 77.20

Fuel wood 5.57 Sqm 5.00 27.85

Sundries. 0.00

Painter 0.072 265.00 19.08

Beldar. 0.2 250.00 50.00




taxes.1555946.46 % 15.00% 233391.97

Pair of Flange 12.08 Kg 64.00 773.12


Add GST 12.00% 86.04





Gasket 2 No 105.00 210.00








taxes.7414.8394 % 15.00% 1112.23


Add 1% Labour Cess 1563361.30 % 1.00% 15633.61






Executive Engineer

SJPNLPage No.288




1 Pick Work


Bhisti Each 0.28 250.00 70


Total Rs. 2182.25






Beldar Each 11.71 250.00 2927.50



Total 8932.50






Pick Work (70%) 250.96 70% 175.67


Average Rate 483.84

Add labour cess @ 1.00 % 483.84 1% 4.84

Add 12 % GST 12.0% 58.06



1. Soft rock.



Material




Labour


Blaster each 0.36 0.00 0.00

Beldar each 6.67 250.00 1667.50

Total 19542.48



Total 22473.85




2. Hard Rock


Material




Excavation in foundations, trenches etc., in earth work, lift upto 1.5m stacking the soil not more than 3 meters clear from

the edge of the excavation and then returning the stacked soil in 15cm layers, when required into the plinths sides of

foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated

earth as directed within a lead of 20 meters.



Executive Engineer

SJPNLPage No.289






Labour


Blaster Each 0.56 0.00 0.00

Beldar Each 8.33 250.00 2082.50

Total 28313.58



Total 32560.62




Soft Rock (70%) 2247.39 70% 1573.17

Hard Rock (30%) 3256.06 30% 976.82

Average Rate 2549.99

Add labour cess @ 1.00 % 2549.99 1% 25.50

Add 12 % GST 12.0% 306.00




Executive Engineer

SJPNLPage No.290



1


4graded stone aggregate 20 mm nominal size )

and curing complete e/c the cost of form work and


1 1.30 1.30 0.15 0.25 Cum 7957.06 2017.11


2

Providing & laying cement concrete using nominal

mix of " M - 20 " with 20 mm & down gauge

nominal size graded stone aggregate) & curing

complete excluding the cost of form work &

reinforcement for reinforced concrete work in

Bottom raft slab

1 1 1 0.2 0.20 Cum 8,139.12 1627.82


3






Vertical Walls

2 0.6 0.2 0.75 0.18 Cum 8,139.12 1465.04

2 1 0.2 0.75 0.30 Cum 8,139.12 2441.74


4






chamber top cover

2 1 0.5 0.2 0.20 Cum 8,139.12 1627.82


5




0.88 80 70.40 Kg 62.31 4386.82


Rate Analysis -11



Executive Engineer

SJPNLPage No.291









For Top Cover 1 1 1 1.00 Sqm 487.14 487.14



Total 18681.03



Executive Engineer

SJPNLPage No.292



1





1 1.60 1.60 0.15 0.38 Cum 7957.06 3055.51


2


mix of " M - 20 " with 20 mm & down gauge nominal

size graded stone aggregate) & curing complete

excluding the cost of form work & reinforcement for

reinforced concrete work in Bottom raft slab

1 1.3 1.3 0.2 0.34 Cum 8,139.12 2751.02


3





reinforced concrete work in Vertical Walls

2 0.9 0.2 0.75 0.27 Cum 8,139.12 2197.56

2 1.3 0.2 0.75 0.39 Cum 8,139.12 3174.26


4





reinforced concrete work in chamber top cover

3 1.3 0.43 0.2 0.34 Cum 8,139.12 2751.02


5




1.34 80 106.88 Kg 62.31 6659.99


Rate Analysis -12




Executive Engineer

SJPNLPage No.293








For Top Cover 1 1.3 1.3 1.69 Sqm 487.14 823.26



Total 27116.61



Executive Engineer

SJPNLPage No.294



1

Prov. & laying cement conc.1:2:4 (1cement

:2sand: 4graded stone aggregate 20 mm

nominal size ) and curing complete e/c the cost of

form work and reinforcement in foundation &

plinth. (PCC M-150)

1 1.90 1.90 0.15 0.54 Cum 7957.06 4308.75


2

Providing & laying cement concrete using

nominal mix of " M - 20 " with 20 mm & down

gauge nominal size graded stone aggregate) &

curing complete excluding the cost of form work

& reinforcement for reinforced concrete work in

Bottom raft slab

1 1.6 1.6 0.2 0.51 Cum 8,139.12 4167.23


3






Vertical Walls

2 1.2 0.2 0.75 0.36 Cum 8,139.12 2930.08

2 1.6 0.2 0.75 0.48 Cum 8,139.12 3906.78


4






chamber top cover

4 1.6 0.4 0.2 0.51 Cum 8,139.12 4167.23


5




1.86 80 149.12 Kg 62.31 9292.09

Rate Analysis -13




Executive Engineer

SJPNLPage No.295



6Providing form work with steel plates and

Bamboo (Ballies) in Vertical Walls and Slab





For Top Cover 1 1.6 1.6 2.56 Sqm 487.14 1247.07



Total 36851.71



Executive Engineer

SJPNLPage No.296



1





1 2.20 2.20 0.15 0.73 Cum 7957.06 5776.82


2






1 1.9 1.9 0.2 0.72 Cum 8,139.12 5876.45


3





reinforced concrete work in Vertical Walls

2 1.5 0.2 0.75 0.45 Cum 8,139.12 3662.61

2 1.9 0.2 0.75 0.57 Cum 8,139.12 4639.30


4





reinforced concrete work in chamber top cover

5 1.9 0.38 0.2 0.72 Cum 8,139.12 5876.45


5




2.46 80 197.12 Kg 62.31 12283.10


Rate Analysis -14




Executive Engineer

SJPNLPage No.297








For Top Cover 1 1.9 1.9 3.61 Sqm 487.14 1758.57



Total 47886.35



Executive Engineer

SJPNLPage No.298



1 Excavation in foundation trenches etc. in earth work lift upto 1.5 mtr.

stacking the excavated soil not more than 3 mtr. clear from the edge

of excavation and then returning the stacked soil in 15cm layers

when required into plinths sides of foundation etc. consolidating

each deposited layer by ramming and watering then disposing of all

surplus soil as directed within a lead of 20mtr. in soft & hard rock.

1 1.35 1.65 1 2.23 546.74 Per cum. 1217.87

2 Prov. & laying cement conc.1:2:4(1cement:2sand:4graded stone

aggregate 20 mm nominal size ) and curing complete e/c the cost of

form work and reinforcement in foundation & plinth. 1 1.35 1.65 0.15 0.33 7957.06 Per Cum. 2658.65


with 20 mm & down gauge nominal size graded stone aggregate) &

curing complete excluding the cost of form work & reinforcement for


(a)foundation footintg basis of columns and like mass concrete. 1 1.2 1.5 0.45 0.81 8,139.12 Per Cum. 6592.69

(b)Columns pillar posts and struts upto floor two level. 1 0.3 0.9 2.15 0.58 8139.12 Per Cum 4724.76

4 Providing mild steel/Tor steel reinforcement for R.C.C. work

including bending, binding and placing in position complete upto

floor two level. Tor steel.139.05 62.31 Per Kg. 8664.60

Providing form work with steel plates 3.15mm thick welded with

angle iron in frame 30x30x5mm so as to give a fair finish including

centring shuttering strutting and propping etc., with wooden battens

and ballies, height of propping and centring below supporting floor

to ceiling not exceeding 4 meters and removal of the same for in-

situ-reinforced concrete and plain concrete work in:-

a)Foundation, footing, basis of columns etc., and mass concrete.2.43 289.27 Per Sqmt. 702.92

b) Columns pillar posts and struts square, rectangular or polygonal

in plan. 5.16 487.14 Per Sqmt. 2513.63




ABSTRACT OF COST

3

5

World Bank Project




Executive Engineer

SJPNLPage No.299



1

Providing and laying bituminous macadam using

crushed stone aggregates of specified grading

premixed with bituminous binder, transported to site

by tippers, laid over a previously prepared surface

with paver finisher equiped with electronic sensor to

the required grade, level and alignment and rolling

with smooth wheeled, vibratory and tandem rollers as

per specifications to achieve the desired compaction

and density, complete as per specificatons and

directions of Engineer-in-Charge.

50 to 100 mm average compacted thickness with

bitumen of grade VG-30 @ 3.50% (percentage by

weight of total mix) prepared in Batch Type Hot Mix

Plant of 100- 120 TPH capacity. CPWD DSR Vol 2

16.55.1

1 1 1 0.075 0.075 Cum 5708.05 428.10375

2


graded Material conforming to specifications, mixing

in a mechanical mix plant at OMC, carriage of mixed

material by tippers to work site, for all leads & lifts,

spreading in uniform layers of specified thickness

with motor grader on prepared surface and

compacting with vibratory power roller to achieve the

desired density, complete as per specifications and

directions of Engineer-in-Charge.

With material conforming to Grade-I (size range 75

mm to 0.075 mm) having CBR Value-30 CPWD DSR

Vol 2 16.78.1

1 1 1 0.2 0.2 Cum 2089.7 417.94


16.13.21 1 1 0.175 0.175 Cum 1407.15 246.25125




Executive Engineer

SJPNLPage No.300



4

2.5 cm premix carpet surfacing with 2.25 cum and

1.12 cum of stone chippings of

13.2 mm and 11.2 mm size respectively per 100 sqm

and 52 kg and 56 kg of hot

bitumen per cum of stone chippings of 13.2 mm and

11.2 mm size respectively,

including a tack coat with hot straight run bitumen,

including consolidation with

road roller of 6 to 9 tonne capacity etc. complete

(tack coat to be paid for separately). With paving

Asphalt grade VG - 10 heated and then mixed with

solvent at the rate of 70 grams per kg of asphalt

CPWD DSR Vol 2 16.33.1

1 1 1 1 Sqm 169.6 169.6

Total 1261.90


Total 1413.32

Say 1400.00



Executive Engineer

SJPNLPage No.301


A

B

C



ROVIDING & LAYING IN TRENCHES

GALVANISED MILD STEEL PIPE CONFORMING

TO IS 1239/1990 (5th Revision) HEAVY CLASS

INCLUDING BENDS OF ALL DEGREES, TEES,

COLLARS, TAPERS, CROSSES, FLANGED

SOCKET & SPIGOTS AND JOINTING

As per RA



39625.24858



i)

Pole Foundation : providing cement concrete

foundation including excavation for the pole 60 cms

x 60 cms x 1.5 mtr deep in1:3:6 cement concrete

(20x 25 mm stone metal) and 45 cm x 45cm x45

cm / 45 cm x 45 cm height plinth duly plaster and

with necessary curing & finishing in above manner

( for 9 mtr pole)

1 1 Nos 3158.4 3158.4

PWD DSR 16-17 E&M, Item No. 16.3.2, Page

No.306

ii)

Dismantling of existing poles above 6 mtr height

with brackets. Clamps, insulators stay from the

cement concrete foundation and making the site

clear by refilling the pits with excavated materials

and bringing it to ground level

1 1 Nos 840 840

PWD DSR 16-17 E&M, Item No. 8.8.2, Page No.

191

i)

Re-Erecting: Supplying and erecting steel tubular

swaged pole 165.1 X 139.7 X 114.3 mm dia with

4.5 X 4.5 X3.65 mm thick (5+2+2m) length

respectively and total 9 m long with pole cap, base

plate in provided foundation (weight 147 kg) as per

specifications.

1 1 Nos 13971.3 13971.3

PWD DSR 16-17 E&M, Item No. 8.1.3, Page No.

174

i)

Earthling : Providing pipe type earthing with 40mm.

dia.G.l. pipe or 20 mm dia. G.l. Rod complete with

all materials as per specification No. EA-EP

1 1 Nos 1597.05 1597.05

i)PWD DSR 16-17 E&M, Item No. 9.1.4, Page No.

193

19566.75

1956.675


CCommunication Cable - Jelly Filled telephone lines

and optical Fibre Cable

i)

Supply & Erecting of Jelly filled armoured

telephone cable 10 pair with 0.5 mm dia laid in

provided trench as per specification no. WG-TW

1 3 3 Rmt 114.45 343.35


RATE ANALYSIS - 17

Utility Shifting:

1 nos of breakage per km occurred with required of cable length per breakage is assumed as 6 m. 3.0 mtr assumed as Optical cable and 3.0

metre Jelly filled telephone cable

Amount A / 1 Km

Amount B-1 /10 km

Amount B-1/ 1 Km

Amount B-2/ 1 Km

Assumptions


Total No. of properties in 1.00 Km length in city Area Consider property connection at 30 mtr distance is 1000/30 = 34 Nos, Assuming that out of 34

Nos 10% are commercial connections and 90% are residential Connections. Commercial connections are of 25mm in size and Residential

connections are 15 mm Size hence Commercial connections are 4 Nos. and Residential Connections are 29 Nos Per Km. Connections Pipe length

per connections are assumed as 2.5 mtr.


For RA purpose, shifting of one pole per 10 km length of network in city area , Hence RA is estimated for 10 km length. Electrical Cable joints

required per km is assumed as 2 nos




Executive Engineer

SJPNLPage No.302



ii)

Supply & erecting of FR grade PVC armourd multi

mode Optical Fibre Cable with 6 fibres with core

dia 50 µM, suitable for 1 GBps Ethernet distance at

850 nm of wavelength on wall/ ceiling or laid in

provided pipe / trench as per specification no. WG-

COC/ OFC

1 3 3 Rmt 236.25 708.75


iii)

Supply & fixing of wall /rack type 12 port light guide

interconnection unit for termination of optical fibre

cable on wall /provided U rack complete as per

specification no. EG- NAS / LIU

1 1 Nos 4586.4 4586.4


47612.00



Amount C-1/ 1 Km



Executive Engineer

SJPNLPage No.303





Material



6 X 1 X 0.075 X 0.10m. = 0.045 cum.


Total Qty:- = 0.047 cum.. Cum. 0.047 33,830.00 1590.01


6 X 1.50 = 9.00 Rmt.


Total Qty:- =9.45 Rmt. Rmt. 9.45 125.00 1181.25



9.45 X 0.785 X (0.125)2 = 0.116 cum.




0.5 M.by head load. Cum. 0.163 485.53 79.14

Total Rs:- 2879.56


Each. 0.01 62682.92 626.83

cent 0.01 62682.92 626.83

Cum. 0.0625 2879.56 179.97














Executive Engineer

SJPNLPage No.304



cent 0.05 2879.56 143.98



Beldar. Each. 1.30 250.00 325

Total Rs:- 2054.45


Total Rs:- 2259.895




Add 12 % GST 271.192892.67

289.27







Total Rs:- 2125.23


Each. 0.01 33712.44 337.12

cent 0.01 33712.44 337.12



Cost for 10 Sq.m

Cost per Sqmt. Rs:-














Executive Engineer

SJPNLPage No.305



Cum. 0.0625 2125.23 132.83

cent 0.05 2125.23 106.26



Beldar. Each. 1.47 250.00 367.50

Total Rs:- 1453.11


Total Rs:- 1598.421




Add 12 % GST 191.812045.98

487.14


Material:-


0.90 X 0.60 = 0.54 Sqm.





2(0.90+0.60) = = 3.00 Rmt.




Cost per Sqmt. Rs:-




Cost for 10 Sq.m






complete 0.54 Sqm.



Executive Engineer

SJPNLPage No.306











Labour.


Bandhani Each 0.066 250.00 16.50

Beldar Each 0.154 250.00 38.5

Sundries Each 10








Add 12 % GST 308.963334.20

6174.44


Materials


Cost per Sqmt. Rs:-

RATE ANALYSIS - 21






Executive Engineer

SJPNLPage No.307



Cement Tonne 0.32 5,120.00 1638.40

Sand Cum 0.445 650.00 289.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00

Subtotal 693.65 (C)

(A+B+C) 6080.02


6171.22

Add 1% Labour cess 6,171.22 1.00% 61.71

Add GST 12.00% 740.55

Total

Gross Total



Executive Engineer

SJPNLPage No.308





Rs:- 7,653.40


Material

Cement mortar 1:4

(1cement:4sand) Cum. 0.165 5,758.44 950.14

Subtotal 950.14 (A)

Labour :


Beldar Each 0.80 245.00 196.00

Bhishti Each 0.98 245.00 240.10


Subtotal 716.30 (B)

Total (A+B) 1666.44


Gross Total 1691.44

Add 1% Labour cess 1,691.44 1.00% 16.91

Add GST 12.00% 202.97





RATE ANALYSIS - 22






Desciption

RATE ANALYSIS - 23



Executive Engineer

SJPNLPage No.309




Material

Cement mortar 1:3

(1cement:3sand) Cum. 0.224 6,592.42 1476.7



Subtotal 2477.2 (A)

Labour :


Beldar Each 1.58 245.00 387.10

Bhishti Each 1.7 245.00 416.50




beldar Each 0.25 245.00 61.25



beldar Each 0.5 245.00 122.50

bhisti Each 0.1 245.00 24.50

Rough side exterior cement plaster on wall up to a height of 10 mtr. above ground level with a mixture of sand and gravel or crushed stone graded from 6mm

to 12 mm nominal size dashed over and including fresh plaster in two coats, backing coat 10 mm cement plaster 1:3 (1cement:3sand) and finishing coat 10

mm cement mortor 1:3 (1cement:3sand) mixed with 10 % finely grounded hydrated lime by volume of cement including arrises, chamfersb and/or rounded

angles not exceeding 80 mm in girth. (natural cement finish using ordinary cement)



Desciption



Executive Engineer

SJPNLPage No.310





Total (A+B) 4267.29


Gross Total 4331.30

Add 1% Labour cess 4,331.30 1.00% 43.31

Add GST 12.00% 519.76






Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




RATE ANALYSIS - 24

Prov.& laying c.conc. 1:2:4 (1cement:2 sand:4 graded stone aggregate 20mm nominal size) & curing complete e/c cost of form work & reinforcement for

RCC work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string courses etc. up to floor two level.

Discription



Executive Engineer

SJPNLPage No.311




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00


Total (A+B+C) 6361.03


Gross Total 6456.45

Add 1% Labour cess 6,456.45 1.00% 64.56

Add GST 12.00% 774.77





RATE ANALYSIS - 25

P/L cement concrete 1:1.5:3 (1cement:2sand:4graded stone aggregate 20mm nominal size E/C cost of form work & reinforcement for rcc work in

suspended floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever up to floor two level.


Discription



Executive Engineer

SJPNLPage No.312



Materials

Cement Tonne 0.40 5,120.00 2048.00

Sand Cum 0.425 650.00 276.25




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 245.00 66.15



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00


Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80



Executive Engineer

SJPNLPage No.313





Total (A+B+C) 6501.17


Gross Total 6598.69

Add 1% Labour cess 6,598.69 1.00% 65.99

Add GST 12.00% 791.84





Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement


RATE ANALYSIS - 26

P/L cement concrete of M30 grade (1:1:3) (1cement:1sand:3graded stone aggregate 20mm nominal size E/C cost of form work & reinforcement for rcc work

in suspended floor, roofs, landing & shelves & their support balconies, beams, girders, bressumers & cantilever up to floor two level. (Slab for For RCC GSR)


Discription



Executive Engineer

SJPNLPage No.314





Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.27 294.00 79.38



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00


Labour for 1 Cum

Beldar Each 0.10 245.00 24.50

Bhisti Each 0.20 245.00 49.00



Mate Each 0.04 245.00 9.80



Total (A+B+C) 6969.78


Gross Total 7074.33

Add 1% Labour cess 7,074.33 1.00% 70.74

Add GST 12.00% 848.92





RATE ANALYSIS - 27


reinforcement for RCC work in wall i/c attached, buttresses, columns, pillasters ,their caps & bases & string courses etc. up to floor two level. (Wall for For

RCC GSR)



Executive Engineer

SJPNLPage No.315




Materials

Cement Tonne 0.61 5,120.00 3123.20

Sand Cum 0.25 650.00 162.50




Carriage :




Carriage of Sand



Carriage of Cement




Labour :

Beldar Each 2.09 245.00 512.05

Bhisti Each 0.28 245.00 68.60



Mate Each 0.04 245.00 9.80


Sundries L.S. 15.00


Total (A+B+C) 6880.11


Gross Total 6983.31

Add 1% Labour cess 6,983.31 1.00% 69.83

Add GST 12.00% 838.00

Discription



Executive Engineer

SJPNLPage No.316







Material:-



Total 1.05 Qtl. 1.05 4,500.00 4725.00 (A)



Subtotal 69.77 (B)

Labour:-


Beldar Each 1.00 245.00 245.00

Sundries LS 10.00


Total (A+B+C) 5341.77


Gross Total 5421.90

Add 1% Labour cess 5,421.90 1.00% 54.22

Add GST 12.00% 650.63



696.90 15% 104.54



RATE ANALYSIS - 28



Description.



Executive Engineer

SJPNLPage No.317





Material

Cement Tonne 0.38 5,120.00 1,945.60

Sand Cum 1.07 650.00 695.50


Carriage

Carriage of Sand



Carriage of Cement





Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 4,656.94


Gross Total 4726.79

Add 1% Labour cess 4,726.79 1.00% 47.27

Add GST 12.00% 567.21





RATE ANALYSIS - 29



Executive Engineer

SJPNLPage No.318





Material

Cement Tonne 0.51 5,120.00 2,611.20

Sand Cum 1.07 650.00 695.50


Carriage

Carriage of Sand



Carriage of Cement





Beldar Each 0.9 245.00 220.50

Bhisti Each 0.08 245.00 19.60

Sundries L.S. 36.02

Subtotal 276.12 (C)

Total (A+B+C) 5,375.69


Gross Total 5456.33

Add 1% Labour cess 5,456.33 1.00% 54.56

Add GST 12.00% 654.76




RATE ANALYSIS - 30




Executive Engineer

SJPNLPage No.319



Basic rate including transportation 141583 144910 180046 248238 327866 366120 467786 645336 694402 967589 1100586

Add for jointing material 10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Add for laying, jointing labour 10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Total 161583.00 164910.00 200046.00 278238.00 357866.00 396120.00 507786.00 685336.00 734402.00 1017589.00 1150586.00

Add 18% for GST 29084.94 29683.80 36008.28 50082.84 64415.88 71301.60 91401.48 123360.48 132192.36 183166.02 207105.48

Add 15% OH and CP 19066.79 19459.38 23605.43 32832.08 42228.19 46742.16 59918.75 80869.65 86659.44 120075.50 135769.15



Basic rate including transportation 9543 12589 19822 32940 45622 68951 175000 213462 326923 476923

Add for jointing material 10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Add for laying, jointing labour 10000 10000 10000 15000 15000 15000 20000 20000 20000 25000 25000

Total 29543.00 32589.00 39822.00 62940.00 75622.00 98951.00 40000.00 215000.00 253462.00 376923.00 526923.00

Add 18% for GST 5317.74 5866.02 7167.96 11329.20 13611.96 17811.18 7200.00 38700.00 45623.16 67846.14 94846.14

Add 15% OH and CP 3486.07 3845.50 4699.00 7426.92 8923.40 11676.22 4720.00 25370.00 29908.52 44476.91 62176.91



Basic rate including transportation NA 18991 25312 40474 56360

Basic rate

including

transportation

28651

Add for jointing material 5000 5000 10000 10000 10000

Add for

jointing

material

2000

Add for laying, jointing labour 5000 5000 10000 10000 10000

Add for

laying, jointing

labour

3000

Total 10000.00 28991.00 45312.00 60474.00 76360.00 Total 33651.00


GST 6057.18


and CP3970.82


Rate

Including

GST

43679.00







Executive Engineer

SJPNLPage No.320




transportation98041 105692 125138 138297 158618 219362 249122 266894 310486 357802

Add for jointing

material


labour

Total 98041.00 105692.00 125138.00 138297.00 158618.00 219362.00 249122.00 266894.00 310486.00 357802.00

Add 18% for GST 17647.38 19024.56 22524.84 24893.46 28551.24 39485.16 44841.96 48040.92 55887.48 64404.36

Add 15% OH and CP 11568.84 12471.66 14766.28 16319.05 18716.92 25884.72 29396.40 31493.49 36637.35 42220.64





Executive Engineer

SJPNLPage No.321



Charges

Maintainence

and Repairs

Total Direct

Charges

Total Cost of

Water per 1000

litre

1 2020 243250 21818159 2786875 1657750 4444625 0.56

2 2021 248264 23141800 2987328 1740638 4727966 0.56

3 2022 253279 24465441 3202236 1827669 5029905 0.56

4 2023 258293 25789082 3432708 1919053 5351761 0.57

5 2024 263308 27112724 3679716 2015005 5694721 0.58

6 2025 268322 28436365 3944460 2115756 6060216 0.58

7 2026 273337 29760006 4228476 2221544 6450020 0.59

8 2027 278351 31083647 4533000 2332621 6865621 0.61

9 2028 283366 32407288 4859376 2449252 7308628 0.62

10 2029 288380 33730929 5209404 2571714 7781118 0.63

11 2030 293395 35054571 5584692 2700300 8284992 0.65

12 2031 298409 36378212 5987112 2835315 8822427 0.66

13 2032 303424 37701853 6418572 2977081 9395653 0.68

14 2033 308438 39025494 6881280 3125935 10007215 0.7

15 2034 313453 40349135 7377444 3282232 10659676 0.72

16 2035 318467 41672776 7909608 3446343 11355951 0.75

17 2036 324814 43403489 8480316 3618660 12098976 0.76

18 2037 331161 45134202 9092184 3799593 12891777 0.78

19 2038 337508 46864915 9748392 3989573 13737965 0.8

20 2039 343856 48595628 10452156 4189052 14641208 0.83

21 2040 350203 50326341 11206956 4398504 15605460 0.85

22 2041 356550 52057054 12016452 4618429 16634881 0.88

23 2042 362897 53787767 12884532 4849351 17733883 0.9

24 2043 369244 55518480 13815420 5091819 18907239 0.93

25 2044 375591 57249193 14813940 5346409 20160349 0.96

26 2045 381938 58979906 15884760 5613730 21498490 1

27 2046 388285 60710619 17033376 5894416 22927792 1.03

28 2047 394633 62441332 18265164 6189137 24454301 1.07

29 2048 400980 64172045 19586556 6498594 26085150 1.11

30 2049 407327 65902758 21003672 6823524 27827196 1.16

31 2050 413674 67633471 22523724 7164700 29688424 1.2



World Bank Project




Executive Engineer

SJPNLPage No.322



Pump

Operator/

Fitter etc.


Charges

2020 3.0 14850 534600 0 12690 0 0 9878 0 19 9878 2252275 2786875

2021 3.0 16038 577368 0 13705 0 0 10570 0 19 10570 2409960 2987328

2022 3.0 17321 623556 0 14801 0 0 11310 0 19 11310 2578680 3202236

2023 3.0 18707 673452 0 15985 0 0 12102 0 19 12102 2759256 3432708

2024 3.0 20204 727344 0 17264 0 0 12949 0 19 12949 2952372 3679716

2025 3.0 21820 785520 0 18645 0 0 13855 0 19 13855 3158940 3944460

2026 3.0 23566 848376 0 20137 0 0 14825 0 19 14825 3380100 4228476

2027 3.0 25451 916236 0 21748 0 0 15863 0 19 15863 3616764 4533000

2028 3.0 27487 989532 0 23488 0 0 16973 0 19 16973 3869844 4859376

2029 3.0 29686 1068696 0 25367 0 0 18161 0 19 18161 4140708 5209404

2030 3.0 32061 1154196 0 27396 0 0 19432 0 19 19432 4430496 5584692

2031 3.0 34626 1246536 0 29588 0 0 20792 0 19 20792 4740576 5987112

2032 3.0 37396 1346256 0 31955 0 0 22247 0 19 22247 5072316 6418572

2033 3.0 40388 1453968 0 34511 0 0 23804 0 19 23804 5427312 6881280

2034 3.0 43619 1570284 0 37272 0 0 25470 0 19 25470 5807160 7377444

2035 3.0 47109 1695924 0 40254 0 0 27253 0 19 27253 6213684 7909608



World Bank Project




Executive Engineer

SJPNLPage No.323



Pump

Operator/

Fitter etc.


Charges

2036 3.0 50878 1831608 0 43474 0 0 29161 0 19 29161 6648708 8480316

2037 3.0 54948 1978128 0 46952 0 0 31202 0 19 31202 7114056 9092184

2038 3.0 59344 2136384 0 50708 0 0 33386 0 19 33386 7612008 9748392

2039 3.0 64092 2307312 0 54765 0 0 35723 0 19 35723 8144844 10452156

2040 3.0 69219 2491884 0 59146 0 0 38224 0 19 38224 8715072 11206956

2041 3.0 74757 2691252 0 63878 0 0 40900 0 19 40900 9325200 12016452

2042 3.0 80738 2906568 0 68988 0 0 43763 0 19 43763 9977964 12884532

2043 3.0 87197 3139092 0 74507 0 0 46826 0 19 46826 10676328 13815420

2044 3.0 94173 3390228 0 80468 0 0 50104 0 19 50104 11423712 14813940

2045 3.0 101707 3661452 0 86905 0 0 53611 0 19 53611 12223308 15884760

2046 3.0 109844 3954384 0 93857 0 0 57364 0 19 57364 13078992 17033376

2047 3.0 118632 4270752 0 101366 0 0 61379 0 19 61379 13994412 18265164

2048 3.0 128123 4612428 0 109475 0 0 65676 0 19 65676 14974128 19586556

2049 3.0 138373 4981428 0 118233 0 0 70273 0 19 70273 16022244 21003672

2050 3.0 149443 5379948 0 127692 0 0 75192 0 19 75192 17143776 22523724



Executive Engineer

SJPNLPage No.324



Units

Superinte

ndent

Manager

(A.E.E.)

Supervisor

/Asstt.

Manager

(A.E.)

Assitant

Supervisor/

Junior

manager


MechanicWatchman

1 Pump House 0.00 0 0 0 0 0 0 0 0

2 RWRM 0.00 0 0 0 0 0 0 0 0

3 WTP 0.00 0 0 0 0 0 0 0 0

4 PWRM 0.00 0 0 0 0 0 0 0 0

5 ESR/GSR 15.00 0 0 0 0 0 0 0 15

6 Gravity Main 4.00 0 0 0 0 0 0 0 4

7 D/System 0.00 0 0 0 0 0 0 0 0

Automation 1 0 3

0 3 0 0 0 0 0 19


Staff Pattern

Total

World Bank Project




Executive Engineer

SJPNLPage No.325


Annual M &

R Charges

Annual

Depreciation

(3x8) (5x7)

1 2 3 4 5 6 7 8 9 10


1


Valves, Meters for Transmission lines (GI



260.4 mm to 585 mm - 20.313 Km )

369200000 380276000 342248400 50 0.0076 0.0025 923000 2601088

2

Civil Works for Transmission lines (GI



260.4 mm to 585 mm - 20.313 Km )

92500000 95275000 85747500 50 0.0076 0.0025 231250 651681

3 BPT (11 nos ) and Tanks (4 nos) 33900000 34917000 31425300 67 0.0039 0.50% 169500 122559

4Acquisition of Land for various

Reservoirs38400000 39552000 35596800 0 0

5 Plantation 2000000 2060000 1854000 0 0

6 Staff Quarter at 11 BPT and 4 Tanks 45800000 47174000 42456600 67 0.0039 0.50% 229000 165581

7 SCADA (Cloud Based) System 4200000 4326000 3893400 20 0.0354 0.0250 105000 137826


Transmisson lines for 15 years113800000 117214000 105492600

699800000 720794000 1657750 3678735Total Rs.



Sr.


90% of

Gross Cost

Life in

Years

Depreciation

Factor% of M & R

World Bank Project




Executive Engineer

SJPNLPage No.326

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