Annexure -I WesternRailway(Construction) Name of Work ... LOA Sch .pdf · South...

South Western Railway (Construction)

Annexure -I

LOA No. W496/DUSR/098 Date : 18/01/2016 of UCC Code :74070

Name of Work :

Kadur‐Chikkamagalur new BG line‐Proposed miscellaneous works for ROBs between Kadur‐Chikkamagalur stations.

Name of the Contractor : K0222 ‐ KARNATAKA INFRATECH COMPANY

ABSTRACT

Sl. No.

Departmental Value asper Tender

Contractor % ScheduleTotal

Schedule

Description

1

A

Items of works covered by USSOR 2011 8,42,506.45 0% 8,42,506.45

2

C

Items of works pertains to Supply of Cement

81,14,145.06 Indv. Rate 81,14,145.06

3

D

Items of works pertains to Concrete works

92,61,560.00 Indv. Rate 92,61,560.00

4

E

Items of works pertains to Supply of Steel

89,49,312.00 Indv. Rate 89,49,312.00

Total Value : 2,71,67,523.51

Discount 0 % 0.00

2,71,67,523.51

Net Value :

( Rupees Two Crore Seventy One Lakh Sixty Seven Thousand Five Hundred and Twenty Three ONLY)

1

SOUTH WESTERN RAILWAY (CONSTRUCTION)

Annexure - II

Schedule of Items LOA No. W496/DUSR/098 Date 18/01/2016 of UCC 74070

Tender Ref No :-

DUSR/098

Notice Date :-

Original LOA Schedule

19/10/2015

Project : 11528 ‐ KADUR‐CHIKMAGALUR‐SAKLESHPUR NEW BG LINE

Dept : ENGINEERING

Name of the Work : Kadur‐Chikkamagalur new BG line‐Proposed miscellaneous works for ROBs between Kadur‐Chikkamagalur stations.


DETAILS OF ITEMS

Jurisdiction : USSOR 2011 ITEMS

Schedule 'A'

Rate

Amount

Sl. No.

Description of Items Quantity

Unit

USSOR/ Sys.code

1

011011

Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications‐in : All kinds of soils

100.00 109.06

1 CUM 10,906.00

( Rupees One Hundred and Nine And Paise Six )

SPECIAL RATES on lower side and shall not be taken as reference for future tenders.

Contractor's % : 0 Discount : 0

2

011012

Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications‐in : Ordinary Rock (Not requiring blasting)

15.00 351.67

1 CUM 5,275.05

( Rupees Three Hundred and Fifty One And Paise Sixty Seven )


3

031012

Providing and laying in position cement concrete of specified proportion excluding cost of cement, centering and shuttering ‐ All works upto Plinth level : : 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size)

50.00 1,869.47

1 CUM 93,473.50

( Rupees One Thousand Eight Hundred and Sixty Nine And Paise Forty Seven )


4

056041

Cement Concrete Solid Block Masonry in foundation and plinth with:(factory made blocks) : Cement mortar 1:3 (1cement: 3fine sand)

50.00 3,385.45

1 CUM 1,69,272.50

( Rupees Three Thousand Three Hundred and Eighty Five And Paise Forty Five )


2


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015

Project : 11528 ‐ KADUR‐CHIKMAGALUR‐SAKLESHPUR NEW BG LINE Dept : ENGINEERING


DETAILS OF ITEMS

Jurisdiction : USSOR 2011 ITEMS

Schedule 'A'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

5

061012

Random rubble masonry with hard stone in foundation and plinth including levelling up with concrete as per specifications, upto plinth level with : : Cement mortar 1:4 (1cement:4 fine sand)

100.00 1,961.12

1 CUM 1,96,112.00

( Rupees One Thousand Nine Hundred and Sixty One And Paise Twelve )


6

109150

Supplying, fabricating and erecting valley gutter having 1.00 meter width, made out of 0.91mm thick aluminum sheets, the joints shall be made by aluminum welding to make water tight including supplying manufacturing and fixing brackets made out of MS flats 50mm x 6mm at the spacing of 75 cm center to center. The rate will be including supply of all materials, labours, tools, plants, equipments, scaffolding and staging etc. Complete work shall be carried out as directed by engineer in charge

80.00 962.93

1 METRE

77,034.40

( Rupees Nine Hundred and Sixty Two And Paise Ninety Three )


7

142041

Providing and laying non‐pressure NP3 class (medium duty ) R.C.C. pipes including bends etc with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement: 2fine sand) including testing of joints etc. complete above 800mm : 900mm dia. R.C.C. pipe

100.00 2,904.33

1 METRE

2,90,433.00

( Rupees Two Thousand Nine Hundred and Four And Paise Thirty Three )



8,42,506.45

(No. of Items 7 ONLY)

Schedule A Departmental Value :

0.00

8,42,506.45

Schedule A Total :

Rupees in Words ( Rupees Eight Lakh Forty Two Thousand Five Hundred and Six And Paise Forty Five ONLY )

Chief Administrative Officer South Western Railway 18, Millers Road BANGLORE ‐ 560 046

Signature of Agency Date :

Agency Adress: NO.13/6, 2ND FLOOR, VENKATESHWARA NILAYA, MILK COLONY, NEAR VIVEKANANDA COLLEGE, MALLESHWARAM WEST BENGALURU

3


Annexure - II


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015




DETAILS OF ITEMS

Jurisdiction : VETTED ITEMS

Schedule 'C'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

CE1‐01A

Supply of Ordinary Portland cement of 43 / 53 grade conforming to IS 8112 / IS 12269 (upto date)and/or Portland Pozzolana Cement conforming to IS/1489 (upto date), at site of work to the extent of the quantities required for various items of works in schedule items including all cost of loading, unloading,leading, transporting, stacking, storing including making proper storage arrangements and all consumables, machinery, vehicles, labour etc., complete and as directed by the Engineer‐in‐charge. (a) Ordinary Portland Cement (43/53 Grade) NOTE :1) Use of Portland Pozzolona cement shall be restricted strictly to the permitted construction items only. Pozzolana cement shall not be used in PSC construction. 2) Admixtures such as super plasticizers will be permitted based on specific designs for permitted construction items with the approval of the DY.Chief Engineer‐in‐charge. However, admixtures proposed shall be supplied free of cost by the Contractor and no compensation will be payable. 3. 33 Grade cement shall not be used in railway construction works.

1319.00 6,342.00

1 T 81,14,145.06

( Rupees Six Thousand Three Hundred and Forty Two )


Contractor's % : ‐3 Discount : 0

4


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015



DETAILS OF ITEMS


Schedule 'C'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

81,14,145.06


Schedule C Departmental Value :

0.00

81,14,145.06

Schedule C Total :

Rupees in Words ( Rupees Eighty One Lakh Fourteen Thousand One Hundred and Forty Five And Paise Six ONLY )




5


Annexure - II


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015




DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

BRPC1

Plain Cement Concrete (M15 to M30 design mix) Cast‐in‐situ work (cement will be paid separately) with Contractors all materials including 40mm or below graded hard crushed stone aggregate, sand, admixture, water, etc., of approved quality in foundations, abutments, piers, wing walls, return walls etc., of bridges and other structures as required, including fixing and removal of contractors shutter/ form work/ supports, vibrating/compacting, providing weep holes with contractors AC pipes 75 to 100mm dia wherever necessary, providing normal/approved expansion joints with necessary materials as per design/drawings, curing of concrete, pumping/bailing out of water wherever necessary with Contractors own pump, power, fuel etc;, finishing the surfaces wherever required, etc., complete, with all lead, lift, transport, consumables, labour, tools and plant, materials, etc., as per approved drawings/specification /conditions and as directed by the Engineer‐in‐charge. NOTES: (1) Single rate will apply for all mixes (M15,M20,M25 and M30) irrespective of proportion of materials used (per cubic metre ( cum) of concrete).(2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibrators and should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other relevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSC

870.00 2,500.00

1 CUM 21,09,750.00

( Rupees Two Thousand Five Hundred )



6


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015



DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

works. (3) Rates shall include all materials, operations, etc., complete except for Cement, which will be paid for separately. Steels including fabrication, if used, and excavations for foundations will be paid under relevant SSR or other schedules separately. (4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCC girders/slabs/beams/columns, only rigid plate steel shutters shall be used. (5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost.(6) Admixtures as required/ as per designs shall be arranged by the Contractor at his cost.(7) All material and concrete tests as required shall be arranged by the contractor at his cost.(8) Rate includes placing of concrete in position for all heights by manual/concrete pump/crane etc.,

2

BRPC2

Plain Cement Concrete (M15 to M30 design mix) Cast‐in‐situ work (cement will be paid separately) with Contractors all materials including 20mm/12.5mm graded hard crushed stone aggregate, sand, admixture, water, etc., of approved quality in bed blocks, wearing coat, coping, ballast walls etc. of bridges and other structures as required, including fixing and removal of contractors shutter/form work/ supports, vibrating/compacting, providing weep holes with contractors AC pipes 75 to 100mm dia wherever necessary, providing normal/approved expansion joints with necessary materials as per design/drawings, curing of concrete, pumping/ bailing out of water wherever necessary with Contractors own pump, power, fuel

25.00 2,600.00

1 CUM 63,050.00

( Rupees Two Thousand Six Hundred )



7


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015



DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

etc;, finishing the surfaces wherever required, etc., complete, with all lead, lift, transport, consumables, labour, tools and plant, materials, etc., as per approved drawings/specification / conditions and as directed by the Engineer‐in‐charge. NOTES: (1) Single rate will apply for all mixes (M15,M20,M25 and M30) irrespective of proportion of materials used (per cubic metre (cum) of concrete)(2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibrators and should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other relevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSC works.(3) Rates shall include all materials, operations, etc., complete except for Cement, which will be paid for separately. Steels including fabrication, if used, and excavations for foundations will be paid under relevant SSR or other schedules separately. (4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCC girders/slabs/beams/columns, only rigid plate steel shutters shall be used. (5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost.(6) Admixtures as required/ as per designs shall be arranged by the Contractor at his cost.(7) All material and concrete tests as required shall be arranged by the contractor at his cost.(8) Rate includes placing of concrete in position for all heights by manual/concrete pump/crane etc.,

8


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015



DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

3

BRRC1

Reinforced Cement Concrete (M20 to M40 design mix) work (Cement & Steel will be paid separately),with Contractors all materials including 20mm graded hard crushed stone aggregate, sand, admixture, water etc., of approved quality in foundations including below ground level, abutments, piers, pile caps, bed blocks, trestle beams, girders, pedestals, retaining walls, boxes/slabs for flat top bridges, deck slabs, girders, kerb walls, diaphrams, cross frames etc., on girder bridges and other structures of any design/shape as required, above or below ground level of any size and shape, including fixing and removal of contractors shutters/form work/ supports, vibrating/compacting, and providing weep holes with AC pipes 75mm to 100mm dia and normal/approved expansion joints with necessary materials as per designs/drawings wherever necessary, curing of concrete, pumping/bailing out of water wherever necessary with Contractors own pump, power, fuel etc., finishing the surfaces wherever required etc., complete and including handling, uncoiling, cutting, bending, cranking, tying M.S./Tor Rods/wires/other steel to form reinforcement with Contractors galvanizsed binding wire of size 18/20 SWG(0.90mm) to IS280, etc., fixing in position reinforcement gauge complete as required with all lead, lift, transport, materials, consumables, labour, tools and plant, etc., and including 2 coats of cement painting as per approved drawings/specifications/ conditions and as directed by the Engineer‐in‐charge. Plant produced Ready‐mix concrete shall be used only with the specific approval of the Dy.Chief Engineer. NOTES:

2030.00 3,600.00

1 CUM 70,88,760.00

( Rupees Three Thousand Six Hundred )



9


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015



DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

(1) Single rate will apply for all mixes (M20,M25, M30, M35 and M40) irrespective of proportion of materials used (per cubic metre (cum) of concrete). Rate is for site mixed concrete. For plant produced Ready‐mix concrete, an extra payment of Rs.500/‐ per cum will be applicable. (2) All concrete shall be weigh batched, machine mixed, compacted with mechanical vibrators and should conform to IRS Concrete Bridge Code and relevant IS Codes/Specifications and other relevant specifications as prescribed. Weigh batching is mandatory for all PCC, RCC and PSC works. (3) Rates shall include all materials, operations, etc., complete except for Cement and Steel and excavation for foundations and substructure, if required, which will be paid for separately under relevant SSR/other schedules. Similarly, neoprene bearing pads, expansion joints and steel ladders attached to the PSC girder/slab will also be paid for separately. (4) Shuttering and supporting form work shall be of good quality materials only. For PSC/RCC girders/slabs/beams/columns, only rigid plate steel shutters shall be used. (5) Mix design with requirement of all tests shall be arranged by the Contractor at his cost. (6) Admixtures, binding wires, clamps/anchors etc., as required/ as per designs shall be arranged by the Contractor at his cost. (7) 75% of the value of the work completed will be paid initially and remaining 25% will be paid after all

10


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015



DETAILS OF ITEMS


Schedule 'D'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

tests connected with concrete including materials and 7 days cube tests are completed and results are accepted. Any concrete which is not passing the design/codal requirements shall be summarily rejected. (8) Rates include cost of launching, lifting and placing of slabs/ girders on bearings if required. (9) This item will apply for all standard/special designs required in the work where such design is not specially provided for in any other schedule/item. (10) Rate includes placing of concrete in position for all heights by manual/concrete pump/crane etc.,

92,61,560.00


Schedule D Departmental Value :

0.00

92,61,560.00

Schedule D Total :

Rupees in Words ( Rupees Ninety Two Lakh Sixty One Thousand Five Hundred and Sixty And Paise Ninety Two ONLY )




11


Annexure - II


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015




DETAILS OF ITEMS


Schedule 'E'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

1

ST1‐001

Supply of High Yield Strength Deformed reinforcement steel bars/wires of grade FE 415/500/550 confirming to IS 1786‐1985 (upto date) at site of work to the extent actually required for the work including all cost of loading, unloading, leading, transporting, stacking, storing, labour, consumables, machinery, vehicles etc., complete and as directed by the Engineer‐in‐charge. NOTE: (1) The rate quoted for this item is applicable for both Fe500 and Fe550. FE 415 steel used will be paid with a reduction of Rs.2000/‐from the agreed rates. Steel shall be procured only from any of the following manufacturer's SAIL, TISCO, IISCO, RINL. (2) Stage payment for supply of steel shall be limited to 75% of the agreed rates subject to production of Bank Guarantee/Indemnity Bond as specified, Test certificates, Insurance, limitation in quantity supplied at a time, conditions for stacking/storing/ preserving at site. However, this payment will be restricted to a maximum of 30% of the Schedule quantity at any point of time. (3) Payment for reinforcement rods/wires will be made as per actual used including over laps, cranks, bends, etc., if any, as per approved drawing and as per Special Conditions for use of steel. However, no payment will be made for any wastages. Quantity will be calculated for nominal diameter of the bars using standard weights per running metre or as per actual weights whichever is less.

192.00 51,790.00

1 T 89,49,312.00

( Rupees Fifty One Thousand Seven Hundred and Ninety )



12


Tender Ref No :-

DUSR/098

Notice Date :-


19/10/2015



DETAILS OF ITEMS


Schedule 'E'

Rate

Amount

Sl. No.


Unit

USSOR/ Sys.code

(4) Binding wire, clamping materials etc., used in construction will not be treated as supply items under this schedule and will be governed by the Schedule and Special Conditions under the relevant items of concreting etc., and no extra payment shall be eligible. (5) Reinforcement steel shall be supplied and used as per approved drawings and as per instructions of the Engineer‐in‐charge. (6) The steel shall be as per specified code and the process of manufacturing shall be the latest and as recommended by the relevant IS Specifications. However, the rates quoted shall apply to all types of manufacturing and no extra payment is admissible in this regard.

89,49,312.00


Schedule E Departmental Value :

0.00

89,49,312.00

Schedule E Total :

Rupees in Words ( Rupees Eighty Nine Lakh Forty Nine Thousand Three Hundred and Twelve And Paise Eighty Nine




13

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