PRICE BID FORMAT -...

REVISED BOQ

In figures In words In figures In words1 CIVIL WORK (JSR/DSR 2014)

35,816,9812 CIVIL WORK (Carriage of

materials) 556,281

3SANITARY, WATER SUPPLY AND SEWERAGE WORK (JSR 2014)

491,135

4SANITARY, WATER SUPPLY AND SEWERAGE WORK (DSR 2014)

2,297,260

5SANITARY, WATER SUPPLY AND SEWERAGE WORK (NON SCH.)

4,448,078

6ELECTRICAL WORK INTERNAL N EXTERNAL (JSR/DSR 2014)

1,747,054

7ELECTRICAL WORK INTERNAL N EXTERNAL (NON SCH.)

1,072,543

8 FIRE FIGHTING WORKS (SCH) 84,977

9 FIRE FIGHTING WORKS (NON-SCH) 983,680

Total: 47,497,988

BIDDER'S FINANCIAL OFFER :

In Figures

SEALIn Words

SIGNATURE

Rates should be inclusive of all applicable taxes & duties as per clause 13 of ITT & GCC

Note-The Rate in BOQ are Jharkhand Schedule of rate 2014 for Jharkhand schedule Items, DSR-2014 for DSR items and market rate for NS items and accordingly tenderer has to quote the rates atpar /below/above Jharkhand schedule of rate 2014 for items of Jharkand schedule and NS items however for DSR items rates are tobe quoted at par/below/above DSR 2014 as per the above table.

SL.No. ITEM ESTIMATED COST (IN Rs.)

BIDDER'S PRICE

PROPOSED CONSTRUCTION OF 200 BEDED GIRL'S HOSTEL BUILDING IN EXISTING POLYTECHNIC INSTITUTE

AMOUNT IN Rs. After adding percentage above/ below/ at par% QUOTE ABOVE / BELOW / AT PAR

SUMMARY OF COST

S.No. DESCRIPTION

(Estimate Based on JSOR 2014 and DSR

2014)Amount (Rs.)

(A) CIVIL & INTERIORS WORKS:1 All Buildings 36,373,261.39

SUB TOTAL (A) 36,373,261.39 (B) INTERNAL MEP WORKS:1 Internal Plumbing Works 7,236,472.35 2 Internal Fire Fighting Works 1,068,657.05 3 Internal Electrical works 2,819,597.42

SUB TOTAL (B) 11,124,726.82

(C) SUB TOTAL (C) = A+B 47,497,988.21

Rupees four crore seventy four lakh ninety seven thousand nine hundred eighty eight only

GRAND SUMMARY

NAME OF WORK : CONSTRUCTION OF 200 BEDED GIRLS HOSTEL BUILDING AT PROPOSED GOVT. POYTECHNIC INSTITUTE JHARKHAND

GENERAL ABSTRACT

( Based on Schedule of rate of w.e.f-01.04.2014 and D.S.R w.e.f-2014)

GIRLS HOSTAL , Summary

Sl. No.

DESCRIPTION AMOUNT (Rs.)

A JSR / DSR 2014 AMOUNT 35,816,980.82 B Carriage of materials 556,280.57

36,373,261.39 GRAND TOTAL

PROJECT: PROPOSED GOVT. POLYTECHNIC INSTITUTE AT RANCHI, JHARKHAND

BUILDING NAME : GIRLS HOSTAL BUILDING

ABSTRACT OF COST ‐ CIVIL WORKS

Page 1 of 1

GIRLS HOSTAL,Boq

Sl. No. DSR/JSR 14 DESCRIPTION UNIT QTY. RATE Amount Remarks

EARTH WORKS

1 5.1.1

Earth work in excavation in foundation trenches in ordinary soil(Classification of soil ‐ Item A) and disposal of excavated earth asobtained to a distance upto 50 mtr. including all lifts, levelling,ramming the foundation trenches,removing roots of trees,shrubs allcomplete as per approved design, Building specification anddirection of E/I

Cum 1122.88 81.22 91200.31

2 5.1.2Extra for earth work in hard soil as per specification and dirrection odE/I (Vide classification of soil item_B) Cum 70.18 8.33 584.60

3 5.1.7

Filling in Foundation and Trenches and Plinth in Layers notexceeding 150mmthick well watered, rammed, fully compacted andfine dressed with earth obtained from excavation of foundation,trenches within a lead of 50m. and lift of 1.5m. all complete as perdirection of E/I

Cum 1215.57 29.70 36102.43

4 JR chapter‐3,item‐1

Carriage of Earth at site upto 5km. including Loading unloading andstacking pucca road but excluding concractor profit. Cum. 56.63 206.88 11715.60

5 5.1.10

Providing Coarse clean sand filing in foundation trenches or in plinthincluding ramming and watering in layers not exceeding 150 mmthick with all leads and lifts including cost of all materials labours,royalty and taxes all complwete as per building specifications anddirectionof E/I

CUM 98.24 200.58 19704.70

6 6.1.11Extra for each subsequent lift up to 1m beyond the initial lift of 1.5min all kinds of rock as per specification and direction of E/I CUM 70.18 8.48 595.13

7 8.1.3.1

Jungle clearance in borrow area, buiding premises, flanks and slopeson the roads, canals and embankment by removing the grass and thejunglebushes from the top including weeding out shrubs includingroots and levelling etc. Complete as per direction of E.I.(Specification revised in the meeting of regional Co‐ordinators heldon 11.01.84 in the office of T.E.C.)

Sqm 1200.00 1.64 1968.00

8 Anti termite treatment

DSR2.35Diluting and injecting chemical emulsion for POST‐CONSTRUCTIONAL anti‐termite treatment (excluding the cost of chemical emulsion) :

a) 2.35.3

Treatment of soil under existing floors using chemical emulsion @one litre per hole, 300mm apart including drilling 12 mm diameterholes and plugging with cement mortar 1 :2 (1 cement : 2 Coarsesand) to match the existing floor :

i 2.35.3.1With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.

Sqm 982.39 118.90 116805.70

MASONARY WORK

9 5.2.2

Providing designation 75A brick work in C.M.(1 :4) in Foundation andPlinth with approved quality of clean coarse sand of F.M. 2 to2.5including providing 10 mm thick mortar joints cost of screeningmaterials , scafolding , raking out joints to 15mmdepth curing, taxesand royalty all complete as per building specification and directionof E/l.

Cum 0.00 3728.84 0.00

10 5.2.6

Providing designation 75A brick work in C.M.(1 :6) in Foundation andPlinth with approved quality of clean coarse sand of F.M. 2 to2.5including providing 10 mm thick mortar joints cost of screeningmaterials , scafolding , raking out joints to 15mmdepth curing, taxesand royalty all complete as per building specification and directionof E/l.

Cum 10.00 3474.26 34742.60

PROJECT: PROPOSED GOVT. POLYTECHNIC INSTITUTE AT RANCHI, JHARKHANDGIRLS HOSTAL BUILDING, BOQ ‐ CIVIL WORKS

GIRLS HOSTAL,Boq


11 5.2.14

Providing designation 75 A brick work in C.M.(1 :6) in superstructurewith approved quality of clean coarse sand of F.M. 2 to2.5 includingproviding 10 mm thick mortar joints cost of screening materials ,scafolding , raking out joints to 15mmdepth curing, taxes and royaltyall complete as per building specification and direction of E/l.

Cum 365.37 3546.16 1295658.96

12 5.2.23

Providing designation 125 mm thick reinforced designation 75 A brick work in C.M (1:4) in superstructure with approved quality of cleancoarse sand of F.M. 2 to 2.5 including the cost of screening, carriageof materials , scafolding, raking out joints to 15 mm depth, curing,taxes and royalty ( but excluding the cost of reinforcement) allcomplete as per building specification and direction of E/l.

Sqm. 2253.74 473.55 1067259.03

13 5.2.24

Providing 75 mm thick reinforced designation 75 A brick work inCement Moretor (1:4) in superstructure with approved quality ofclean coarse sand of F.M. 2 to 2.5 including the cost of screening,carriage of materials , scafolding, raking out joints to 15 mm depth,curing, taxes and royalty ( but excluding the cost of reinforcement)all complete as per building specification and direction of E/l.

Sqm. 10.00 284.10 2841.00

14 5.6.3

Providing designation 75 B, one brick flat soiling joints filled withlocal sand including cost of watering texes rayalty all complete as per building specification and direction of E/l. Sqm. 0.00 203.76 0.00

15 5.6.24Extra for brick work for EACH consecutive floor above first floorincluding watering and scafolding, all complete as per direction ofE/l.

i i Second Floor sqm 839.54 10.95 9192.93ii ii Terrace sqm 132.54 21.90 2902.68

16 5.2.27Extra for brick work for EACH consecutive floor above first floorincluding watering and scafolding, all complete as per direction ofE/l.

i i Second Floor Cum 110.99 71.90 7980.13ii ii Terrace Cum 5.99 143.80 860.82

CONCRETE WORKS

17 DSR4.1Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering ‐ All work up to plinthlevel :

i DSR4.1.61:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mmnominal size) CUM 203.51 4672.50 950893.93

ii DSR4.1.81:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size) CUM 52.64 4301.15 226412.54

iii DSR4.1.101:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 40mmnominal size) CUM 2.00 4004.00 8008.00

18 DSR4.10Providing and laying damp‐proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size).

SQM 236.77 257.80 61039.82

19 DSR4.12Extra for providing and mixing water proofing material in cementconcrete work in doses by weight of cement as per manufacturer’sspecification.

per 50 kg cement

60.61 48.15 2918.55

20 DSR4.13

Applying a coat of residual petroleum bitumen of grade of VG‐10 ofapproved quality using 1.7 kg per square metre on damp proofcourse after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.

SQM 236.77 132.00 31253.90

21 DSR4.17

Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mmbed by dry brick ballast 40mm nominal size well rammedand consolidated and grouted with fine sand including finishing thetop smooth

SQM 124.97 419.30 52397.82

22 DSR5.9Centering and shuttering including strutting, propping etc. andremoval of form for :

GIRLS HOSTAL,Boq


a DSR5.9.1Foundations, footings, bases of columns, etc. for mass concrete.

SQM 0.00 196.45 0.00

b DSR5.9.3Suspended floors, roofs, landings, balconies and access platform.

SQM 0.00 401.65 0.00

c DSR5.9.4 Shelves (Cast in situ) SQM 0.00 401.65 0.00

d DSR5.9.5Lintels, beams, plinth beams, girders, bressumers and cantilevers

SQM 0.00 332.15 0.00

e DSR5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. SQM 0.00 453.35 0.00f DSR5.9.7 Stairs, (excluding landings) except spiral‐staircases. SQM 0.00 395.65 0.00g DSR5.9.9 Arches, domes, vaults up to 6 m span SQM 0.00 1066.30 0.00

h DSR5.9.15Small lintels not exceeding 1.5m clear span, moulding as in cornices,window sills, string courses, bands, copings, bed plates, anchorblocks and the like.

SQM 0.00 196.45 0.00

I DSR5.9.16 Edges of slabs and breaks in floors and walls 0.00i DSR5.9.16.1 Under 20 cm wide metre 0.00 116.40 0.00j DSR5.9.19 Weather shade, Chajjas, corbels etc., including edges. SQM 0.00 492.35 0.00

23 DSR5.33

Providing and laying in position machine batched and machinemixed design mix M‐25 grade cement concrete for reinforcedcement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excludingthe cost of centering, shuttering, finishing and reinforcement,including admixtures in recommended proportions as per IS: 9103toaccelerate, retard setting of concrete, improve workability withoutimpairing strength and durability as per direction of Engineer‐in‐charge.

0.00

(Note :‐ Cement content considered in this item is @ 330kg/Cum.Excess/less cement used as per design mix is payable/recoverableseparately).

0.00

i DSR5.33.1 All works upto plinth level. CUM 0.00 6296.15 0.00ii DSR5.33.2 All works above plinth level upto floor V level. CUM 0.00 7014.55 0.00

5.3.5.1Providing R.C.C.M‐200 With nominal mix of (1:1.5:3) in foundationand plinth with approved quality of stone‐‐‐‐DO‐‐‐ CUM 259.13 6126.51 1587562.54

5.3.14Providing R.C.C.M‐200With nominal mix of (1:1.5:3) in Columns with‐‐‐‐DO‐‐‐ CUM 205.47 7012.79 1440917.96

5.3.11Providing R.C.C.M‐200 With nominal mix of (1:1.5:3) in beam of alltypes with ‐‐‐‐DO‐‐‐ CUM 268.41 8192.98 2199077.76

5.3.6.1 Providing R.C.C.M‐200 in band at plinth level withl ‐‐‐DO‐‐ CUM 73.23 6626.30 485243.95

5.3.8.1

Providing R.C.C.M‐200 With nominal mix of (1:1.5:3) in lintel withwith approved quality of stone chips 20mm to 6mm size gradad andclean coarse sand of f.m 2.5 to 3 includingscreening,centering,shuttering, mixing‐‐‐‐DO‐‐‐

CUM 15.02 7470.56 112207.81

5.3.9.1Providing R.C.C.M‐200 With nominal mix of (1:1.5:3) in roof slab atplinth level withl ‐‐‐‐DO‐‐‐ CUM 312.79 7605.18 2378824.25

5.3.15.1Providing av‐63 thick R.C.C.M‐200 With nominal mix of (1:1.5:3)chajja with approved quality of stone ‐‐‐‐DO‐‐‐ SQM 74.40 883.15 65706.36

5.3.18.1Providing R.C.C.M‐200 With nominal mix of (1:1.5:3) in staircase withapproved quality of stone ‐‐‐‐DO‐‐‐ CUM 12.95 11276.75 146033.91

24 5.3.27

Providing 50mm thick precast R.C.C.M ‐ 150 with nominal mix of(1:2:4) jali with approved quality of stone chips 12 mm and downwell graded and clean coarse sand of F.M. 2.5 to 3 finished with1:6mm thick M.S wire as per approved drawing and design andplacing the same in position true to plumb and level with 6mm diaM.S rods placed at regular intervals both horizontally and verticallyas per required properly grouted with C.M (1:3) including cost ofcuring, scaffolding and finishing all complete as per buildingspecification and direction of E/l.

SQM 115.88 417.42 48371.55

WOOD & PVC WORK

GIRLS HOSTAL,Boq


25 5.4.13

Supplying, fitting and fixing 38mm thick good quality well dressedand well seasoned sal wood fully paneled shutters (frame made ofsal wood and panels of sisum wood) in door and window with 25mmthick panels including wedges over all clamps, complete includingapplication of two coats of wood preservative of approved quailty on the surface butting walls and lintle as per building specification anddirection of E/I.

SQM 0.00 3166.34 0.00

5.4.38

Supplying, fitting and fixing 35mm thick solid core type non‐decorative single leaf flush shutters in doors and windows with black board core blended with high quality phnol formal dehyde synthticresin both side commercial veneered of standard make withoxidised iron fittings do‐

SQM 110.25 1213.71 133811.53

DSR10.5

Providing and fixing 1mm thick M.S. sheet door with frame of40x40x6mm angle iron and 3mm M.S. gusset plates at the junctionsand corners, all necessary fittings complete, including applying apriming coat of approved steel primer.

DSR10.5.2Using flats 30x6mm for diagonal braces and central cross piece

Sqm 189.00 2906.65 549356.85

DSR9.125Providing and fixing PVC rigid foam sheet 1 mm thick on existingdoor shutters (bathroom and W.C. doors) using synthetic rubberbased adhesive

Sqm 250.00 803.30 200825.00

DSR21.14

Providing and fixing anodised aluminium (anodised transparent ordyed to required shade according to IS: 1868. Minimum anodiccoating of grade AC 15) sub frame work for windows and ventilatorswith extruded built up standard tubular sections of approved makeconforming to IS: 733 and IS: 1285, fixed with dash fastener ofrequired dia and size (Dash fastener to be paid for separately).

KG 20.00 312.20 6244.00

26 5.4.38

Supplying, fitting and fixing 35mm thick solid core type nondecorative single leaf flush shutters in doors and windowa withblack board core blended with high quality phenol formaldehydesynthetic resin both side commercial veneered of standard makewith oxidised iron fitting such as hings,silding doors,towerbolts,handles,cleats,sand blocks and taxes all complete as perbuilding specification and direction of E/I.

SQM 0.00 1213.71 0.00

27 5.4.39

Supplying, fitting and fixing 35mm thick solid core type nondecorative double leaf flush shutters in doors and windowa withblack board core blended with high quality phenol formaldehydesynthetic resin both side commercial veneered of standard makewith oxidised iron fitting such as hings,silding doors,towerbolts,handles,cleats,sand blocks and taxes all complete as perbuilding specification and direction of E/I.

SQM 0.00 1308.50 0.00

28 DSR9.24.1

Extra for providing vision panel not exceeding 0.1 sqm in all type offlush doors (cost of glass excluded) (overall area of door shutter tobe measured) : Rectangular or square SQM 0.00 139.40 0.00

29 DSR9.62Providing and fixing ISI marked oxidised M.S. sliding door bolts withnuts and screws etc. complete :

i DSR9.62.2 250x16 mm Each 0.00 166.20 0.00

30 DSR9.103

Providing and fixing bright finished brass 100 mm mortice latch andlock, ISI marked, with six levers and a pair of anodised (anodiccoating not less than grade AC 10 as per IS : 1868) aluminium leverhandles of approved quality with necessary screws etc. complete.

Each 0.00 815.45 0.00

STEEL WORK

31 5.5.1

Providing reinforcement (wire rods Gr. A)6 & 8mm. dia. rods as perapproved design and drawing excluding carriage of M.S. rods(straight or in colls) to work site , cutting, bending and binding withannealed wire with cost of wire , removal of rust placing the rods inposition all complete as per building specification and direction ofE/l.

GIRLS HOSTAL,Boq


i 6mm TMT Gr. A ( only valid for SAIL & TATA STEEL) M.T 2.31 62182.83 143424.16

GIRLS HOSTAL,Boq


ii 8mm TMT Gr. A ( only valid for SAIL & TATA STEEL) M.T 4.61 61043.01 281590.36

32 5.5.4

Providing tor steel reinforcement of 8mm. dia. rods as per approveddesign and drawing excluding carriage of M.S. bars to work site ,cutting, bending and binding with annealed wire with cost of wire,removal of rust placing the rods in position all complete as perbuilding specification and direction of E/l. Taking 8mm TMT FE 500 (only valid for SAIL & TATA STEEL)

M.T 32.29 64811.14 2092808.72

33 5.5.5 (a)

Providing Tor steel reinforcement of 10mm. dia. bars as perapproved design and drawing excluding carriage of M.S. bars to worksite , cutting, bending and binding with annealed wire with cost ofwire, removal of rust placing the rods in position all complete as perbuilding specification and direction of E/l. 10mm TMT FE 500 (onlyvalid for SAIL & TATA STEEL)

M.T 55.36 63543.26 3517487.59

34 5.5.5 (b)

Providing Tor steel reinforcement of 12mmdia. bars as per approveddesign and drawing excluding carriage of M.S. bars to work site ,cutting, bending and binding with annealed wire with cost of wire,removal of rust placing the rods in position all complete as perbuilding specification and direction of E/l. 12mm TMT FE 500 (onlyvalid for SAIL & TATA Steel)

M.T 57.66 62909.32 3627495.15

35 5.5.5 (c)

Providing Tor steel reinforcement of 16mmdia. bars as per approveddesign and drawing excluding carriage of M.S. bars to work site ,cutting, bending and binding with annealed wire with cost of wire,removal of rust placing the rods in position all complete as perbuilding specification and direction of E/l. 16mm TMT FE 500 (onlyvalid for SAIL & TATA Steel)

M.T 43.82 62909.32 2756896.31

36 5.5.6

Providing Tor steel reinforcement of 20mm,25mm,28mmand 32mmdia. bars as per approved design and drawing excluding carriage ofM.S. bars to work site , cutting, bending and binding with annealedwire with cost of wire, removal of rust placing the rods in position allcomplete as per building specification and direction of E/l. (Onlyvalid for SAIL & TATA Steel)

M.T 34.60 62909.32 2176497.09

37 5.5.12

Supplying,fitting and fixing M.S grill made of 20x6mmM.S flat as perapproved design and drawing , propely fabricatd with jointsconyinous fillet welded & finished smoth,carriage of grill to worksite, hoisting as per as per building specification and direction of E/l.(where materials is not supplied by the deptt.)

kg 0.00 66.80 0.00

38 5.5.13

Supplying and fixing fan hook of 16mm dia M,S bar 1metre long bentto required size and shape,placed in position and fixed in R.C.Cslab/beam at the time of casting all complete as per buildingspecification and direction of E/l. (where materials is not supplied by the deptt.)

Each 150 108.29 16243.50

39 5.5.14

Supplying,fittingand fixing collapsible gate of approved size andmake properly fabricated with vertical double channels 20x10x2mmat 100mmcentres and braced with M.S. flat diagonals 20x3mmwithtop and bottom ralls of T‐iron 40x40x6mm with38mm dia steelpulleys complete withbolts,nuts,locking,arrangements,stoppers,handles,including applying a priming coat of red‐lead paint,carriage, hoisting and asper building specification and direction of E/l.

SQM 9.12 3255.56 29690.71

GIRLS HOSTAL,Boq


40 5.5.18

Supplying,fitting and fixing fully glazed steel door window orventilations of standard rolled 'Z' and mullion steel sections and sizeas per IS 1038joints met ant and welded with 100x16x3mm,M.Slugsfixed in cement concrete(1:2:4)blocks 15x10x10mm size includingcost of oxidised iron fittings,with hings ,handles persteps,catshsprings,3mm thick plain glass panes with aluminiumbeads and inner frame with lugs with 20mm long 6.3mm G.I countersunk machine screw and nuts and applying a coat of red lead paintcarriage to work site hoisting and placing in all storeys and texes allcomplete as per building specification and direction of E/l.

SQM 0.00 2707.79 0.00

GIRLS HOSTAL,Boq


41 5.5.27

Supplying,fitting and fixing 40mm dia G.I pipe fitted and fixed in floor outlet to drain outwater,in cement concrete including cutting hole,making good wall and finishing,all complete as per building specification and direction of E/l.

Each 0.00 97.46 0.00

42 DSR‐9.12

Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors ,windows andclerestorywindow shutters. (Area of opening for glass panes excluding portioninside rebateshall be measured).

SQM 0.00 5.80 0.00

43 DSR‐10.13

Providing and fixing T‐iron frames for doors, windows andventilators of mild steel Tee‐sections, joints mitred and welded,including fixing of necessary butt hinges and screws and applying apriming coat of approved steel primer.

i DSR‐10.13.1

Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6graded stone aggregate 20 mm nominal size) kg 1490.40 83.70 124746.48

44 DSR‐10.25

Steel work welded in built up sections/ framed work, includingcutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer using structural steel etc. as required.

i DSR‐10.25.2In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works SQM 556.20 90.10 50113.62

45 DSR‐10.2

Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer allcomplete.

kg 0.00 73.95 0.00

46 DSR‐10.6

Supplying and fixing rolling shutters of approved make, made ofrequired size M.S. laths, interlocked together through their entirelength and jointed together at the end by end locks, mounted onspecially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pulloperation complete, including the cost of providing and fixingnecessary 27.5 cm long wire springs manufactured from high tensilesteel wire of adequate strength conforming to IS: 4454 ‐ part 1 andM.S. top cover of required thickness for rolling shutters.

i DSR‐10.6.2 80x1.20 mm M.S. laths with 1.20 mm thick top cover SQM 0.00 1921.40 0.0047 DSR‐10.7 Providing and fixing ball bearing for rolling shutters. Each 0.00 438.95 0.00

48 DSR‐10.11

Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators, side /top /centre hung, with beading andall members such as F7D, F4B, K11 B and K12 B etc. complete ofstandard rolled steel sections, joints mitred and flash butt weldedand sash bars tenoned and riveted, including providing and fixing ofhinges, pivots, including priming coat of approved steel primer, butexcluding the cost of other fittings, complete all as per approveddesign, (sectional weight of only steel members shall be measuredfor payment).

i DSR‐10.11.1

Fixing with 15x3mm lugs 10 cm long embedded in cement concreteblock 15x10x10cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) kg 6539.6 114.15 746489.63

49 DSR‐10.30Providing & fixing glass panes with putty and glazing clips in steeldoors, windows, clerestory windows, all complete with :

i DSR‐10.30.1 4.0 mm thick glass panes Sqm 338.8 764.45 259005.60

5.6 FLOORING WORK

50 5.6.1

Providing designation 75A one brick flat soiling joints filled withlocal sand including cost of watering taxes royalty all as per buildingspecification and direction of E/I. SQM 0.00 203.76 0.00

GIRLS HOSTAL,Boq


51 5.6.3

Providing designation 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all as per buildingspecification and direction of E/I. SQM 50.00 203.76 10188.00

52 DSR‐11.20

Chequerred precast cement concrete tiles 22mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment tomatch the shade of tiles, including rubbing and cleaning etc.complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4coarse sand).

i DSR‐11.20.3 Dark shade pigment using ordinary cement SQM 10.03 695.95 6977.25

53 DSR‐11.4

52 mm thick cement concrete flooring with concrete hardenertopping, under layer 40mm thick cement concrete 1:2:4(1 cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size) and toplayer 12mm thick cement hardener consisting of mix 1:2 (1 cementhardener mix : 2 graded stone aggregate 6 mm nominal size) byvolume, hardening compound mixed @2 litre per 50 kg of cement oras per manufacturer’s specifications. This includes cost of cementslurry, but excluding the cost of nosing of steps etc. complete.

SQM 152.52 535.25 81633.73

54 DSR‐11.13Providing and fixing glass strips in joints of terrazo/ cement concretefloors.

i DSR‐11.13.1 40 mm wide and 4 mm thick metre 496.59 50.05 24854.27

55 5.6.9

Providing 50mm thick Cement concrete flooring 1:2:4with 20mm to6mm size graded stone chips finished with a floating coat of neatcement in panel including cost of curing finishing the surface smoothby rubbing with carborandum stone, taxes and royalty with allcomplete as per building specification and direction of E/I.

sqm 248.29 367.87 91340.05

56 5.6.10

Providing 12mm Cement plater (1:3) with clean coarse snad of F.M1.5 with floating coat of neat cement in skirting including rounding of juctions with floor, curing, taxes and royalty with all complete as perbuilding specification and direction of E/I.

sqm 1.92 162.64 311.88

57 5.6.23.1

Providing and laying 6mm precast white glazed tile in walls over12mm cement morter(1:3)and jointed with grey cement includingrubbing polishing and cost of curing , taxes and royalty all completeas per building specification and direction of E/I. With "A" gradewhite 15x15cm tile.

sqm 0.00 829.03 0.00

DSR11.36

Providing and fixing Ist quality ceramic glazed wall tiles conformingto IS: 15622 (thickness to be specified by the manufacturer), ofapproved make, in all colours, shades except burgundy, bottlegreen, black of any size as approved by Engineer‐in‐Charge, inskirting, risers of steps and dados, over 12mm thick bed of cementmortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cementslurry @ 3.3kg per sqm, including pointing in white cement mixedwith pigment of matching shade complete.

Sqm 837.78 836.65 700926.88

58 5.6.19

Providing and laying 25mm thick kota stone slab flooring of approved size, texture and colour over 19mm thick base of lime mortar (1:1:1)(1 lime putty sucrkhi coarse sand) laid over and jointed with greycement slurry mixed with pigement to match the shade of slabincluding rubbing and polishing to granolithic finish with approvedquality of carborandum stone including cost of curing, taxes androyalty all complete as per building specification and direction of E/I.‐ 600 X 600mm size

sqm 566.53 1248.29 707190.74

GIRLS HOSTAL,Boq


59 5.6.20

Providing and laying 15 to 23mm thick Kotah stone tiles in risers ofsteps, skirting and pillars of approved size, texture and colour andover 12mm thick cement mortar (1:3) and joined with grey cementslury mixed with pigment to match the shade of the slab includingrubbing to granolithic finish with approved quality of carborandumstone including cost of curing, txes and royalty all complete as perbuilding specifiction and direction of E/I.

sqm 19.28 1237.91 23870.00

GIRLS HOSTAL,Boq


60 11.37

Providing and laying Ceramic glazed floor tiles of size 300x300mm /400x400mm (thickness to be specified by he manufacturer) of 1stquality conforming to IS : 15622of approved make in colours such asWhite, Ivory, Grey, Fume Red, Brown, laid on 20 mm thick cementmortar 1:4 (1 Cement : 4 Coarse sand), including pointing the jointswith white cement and matching pigment etc, complete.

sqm 2001.29 785.40 1571813.17

61i

H 5.7 PLASTER WORK

62 5.7.2

Providing 12mm cement plaster (1:4) with clean coarse sand of F.M.1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per buildingspecification and direction of E/l.

SQM 0.00 113.97 0.00

63 5.7.3

Providing 12mm cement plaster (1:6) with clean coarse sand of F.M.1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per buildingspecification and direction of E/l.

SQM 6348.70 102.20 648837.22

64 5.7.6

Providing 6mm thick cement plaster (1:4) in ceiling with clean coarsesand of F.M. 1.5 including screening, curing with all leads andlifts of water, scaffolding taxes and royalty all complete as perbuilding specification and direction of E/l.

Sqm. 2621.95 104.72 274570.26

65 5.7.7

Providing cement deep rulled pointing (1:3) with clean coarse sandof F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per buildingspecification and direction of E/l.

Sqm. 0.00 100.45 0.00

66 5.7.11Providing 1.5mm thick cement punning including curing, carriage ofwater with all leads and lifts as per building specifiction anddirection of E/I.

Sqm. 2621.95 36.94 96854.71

67 5.7.14

Providing 12mm thick water proof cement plaster (1:3) with cleancoarse sand of F.M. 1.5with 5% cico or any other approved waterproofing compoundincluding taxes and royalty all complete as perbuilding specification and direction of E/l.

Sqm. 150.00 131.34 19701.00

68 5.7.15

Providing 19mm thick water proof cement plaster (1:3) with cleancoarse sand of F.M. 1.5with 5% cico or any other approved waterproofing compoundincluding taxes and royalty all complete as perbuilding specification and direction of E/l.

Sqm. 2157.67 185.97 401262.43

69 5.7.20Extra for plaster work over exterior surface for EACH consecutivefloor above first floor including cost of scaffolding etc. all completeas per direction of E/l.

i i Second Floor Sqm. 650.15 10.95 7119.10

5.8 FINISHING WORK

70 5.8.3

White wash three coats over new surface with approved quality limeincluding cst of cleaning surface thoroughly and removing the scalesof smoke and mosh marks with jhama rubbing,scaffoldingwashing.of floors and taxes all complete as per building specifationand direction of E/I.

Sqm. 2621.95 9.40 24646.33

71 5.8.6

Colour wash two coats over new surface with approved quality limeincluding cst of cleaning surface thoroughly and removing the scalesof smoke and mosh marks with jhama rubbing,scaffolding washing of floors and taxes all complete as per building specifation anddirection of E/I.

Sqm. 1979.38 14.48 28661.42

5.8.21

Providing two cots of plastic emulsion paint of approved shade andmake over a coat of cement primer over new surface includingpreparing plastered surface by rubbing smooth with pumice stomeof fine sand paper, applying putty wherever required, scaffolding ‐do‐

Sqm 4369.32 132.96 580944.12

GIRLS HOSTAL,Boq


DSR13.26Providing and applying plaster of paris putty of 2mm thickness overplastered surface to prepare the surface even and smooth complete. Sqm 4500.00 110.95 499275.00

GIRLS HOSTAL,Boq


72 5.8.24

Providing two coat of snowcem of approved shade and make over acoat of cement primer of new surface including preparing theplastered surface smooth with sand paper, scaffolding, curring andtaxes all complete as per building specfication and direction of E/l.

Sqm. 0.00 60.81 0.00

73 5.8.26

Providing Primer one coat of approved shade and make over newwooden surface including preparing the surface after cleaning,removing dirt, scales, smokes, grease and sand papering, includingcost of scaffolding and taxes all complete as per buildingspecfication and direction of E/l.

Sqm. 220.80 21.73 4797.98

74 5.8.29

Providing Primer two coats of painting with ready mixed paint overa coat of primer of approved shade and make over new woodensurface including preparing the surface after cleaning, removing dirt,scales, smokes, grease and sand papering, including cost ofscaffolding and taxes all complete as per building specfication anddirection of E/l.

Sqm. 220.80 78.00 17222.40

75 5.8.41

Providing Primer one coat of red lead paint of approved make overnew steel surface including preparing the surface after cleaning,removing dirt, scales, smokes, grease and sand papering, includingcost of scaffolding and taxes all complete as per buildingspecfication and direction of E/l.

Sqm. 0.00 32.95 0.00

76 5.8.43

Providing two coats of painting with ready mixed paint of approvedshade and make over steel surface including cleaning the surfacethoroughly,scaffolding and taxes all complete as per buildingspecfication and direction of E/l.

Sqm. 83.64 49.12 4108.18

77 5.8.46

Providing one coats of aluminium paint over steel surface includingcleaning the surface thoroughly,scaffolding and taxes all complete as per building specfication and direction of E/l. Sqm. 83.64 62.50 5227.22

78 DSR‐13.45Finishing walls with textured exterior paint of required shade :

i DSR‐13.45.1New work (Two or more coats applied @ 3.28 ltr/10 sqm)over andincluding priming coat of exterior primer applied @ 2.20kg/10 sqm Sqm. 0.00 146.45 0.00

79 DSR‐13.46Finishing walls with Acrylic Smooth exterior paint of required shade :

i DSR‐13.46.1New work (Two or more coat applied @ 1.67 ltr/10 sqmover andincluding priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) Sqm. 2157.67 90.00 194190.56

MISCELLANEOUS WORK

80 DSR‐22.7

Providing & laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations: a)Applying a slurry coat of neat cement using 2.75kg/sqm of cementadmixed with water proofing compound confirming to IS. 2645andapproved by Engineer‐in‐charge over the RCC slab includingadjoining walls upto 300mm height including cleaning the surfacebefore treatment. b) Laying brick bats with mortar using brokenbricks/brick bats 25mmto 115mmsize with 50%of cement mortar 1:5(1 cement : 5 coarse sand ) admixed with water proofing compoundconfirming to IS : 2645 and approved by Engineer‐in‐charge over 20mm thick layer of cement of 1:5 ( 1 cement : 5 coarse sand ) admixedwith water proofing compound confirming to IS : 2645and approvedby Engineer‐in‐charge to required slope and treating similarly the

GIRLS HOSTAL,Boq


adjoining walls upto 300mm height including rounding of junctionsof walls and slabs. c) After two days of proper curing applying asecond coat of cement slurry using 2.75kg/sqm of cement admixedwith water proofing compound confirming to IS : 2645and approvedby Engineer‐in‐charge. d) Finishing the surface with 20 mm thickjointless cement mortar 1:4 (1 cement : 4 coarse sand ) admixed withwater proofing compound confirming to IS : 2645 and approved byEngineer‐in‐charge including laying glass fibre cloth of approvedquality in top layer and finally finishing the surface with trowel withneat cement slurry and making pattern of 300x300mm square 3mmdeep. e) The whole terrace so finished shall be flooded with waterfor a minimum period of two weeks for curing and for final test. Allabove operations to be done in order and as directed and specifiedby the Engineer‐in‐charge:

i DSR‐22.7.1With average thickness of 120mmand minimum thickness at khurraas 65mm. SQM 236.66 1019.05 241168.46

81 DSR‐22.5

Providing and laying water proofing treatment in sunken portion ofWCs, bathroom etc., by applying cement slurry mixed with waterproofing cement compound consisting of applying : a) First layer ofslurry of cement @0.488kg/sqm mixed with water proofing cementcompound @ 0.253kg/sqm. This layer will be allowed to air cure for4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixedwith water proofing cement compound @ 0.126 kg/sqm. This layerwill be allowed to air cure for 4 hours followed with water curing for48 hours. The rate includes preparation of surface, treatment andsealing of all joints, corners, junctions of pipes and masonry withpolymer mixed slurry.

SQM 169.69 283.10 48038.87

82 5.10.33

Providing 250mmwide brick drain in cement mortor (1:6) with av.150mm clear depth and 250mm,apron including cost of earth workinvolved with 75mm cement concrete (1:4:3) over one brickdesignation 75A flat soiling at the base the drain duly plastered inCM.(1:3) with punning over exposed surface all complete as perbuilding specification and direciton of E/l.

rmt. 166.62 939.23 156494.50

83 DSR‐12.41

Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes conforming to IS : 13592Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermalexpansion,(i) Single socketed pipes.

i DSR‐12.41.2 110 mm diameter rmt. 144.00 231.65 33357.60

84 DSR‐12.42

Providing and fixing on wall face unplasticised ‐ PVC mouldedfittings/ accessories for unplasticised Rigid PVC rain water pipesconforming to IS : 13592 Type A, including jointing with seal ringconforming to IS : 5382, leaving 10 mm gap for thermal expansion.

DSR‐12.42.1.2 Coupler,110mm each 30 138.30 4149.00i DSR‐12.42.2.2 Single pushfit Coupler.110mm each 30 173.15 5194.50ii DSR‐12.42.3.2 Single tee with door,110x110x110mm each 15 306.60 4599.00iii DSR‐12.42.5.2 Bend 87.5°,110mm bend each 30 161.55 4846.50iv DSR‐12.42.6.2 Shoe (Plain),110mm shoe each 30 295.10 8853.00

85 DSR‐12.43

Providing and fixing unplasticised ‐PVC pipe clips of approved design to unplasticised ‐ PVC rain water pipes by means of 50x50x50mmhard wood plugs, screwed with M.S. screws of required length,including cutting brick work and fixing in cement mortar 1:4 (1cement : 4 coarse sand) and making good the wall etc. complete.

i DSR‐12.43.2 110 mm each 135.00 189.05 25521.75

86 DSR‐12.44Providing and fixing to the inlet mouth of rain water pipe cast irongrating 15 cm diameter and weighing not less than 440 grams. each 0.00 41.10 0.00

GIRLS HOSTAL,Boq


87 DSR‐12.46

Providing and fixing to the inlet mouth of rain water pipe PTMT (anEngineering Thermoplastic) grating square (Slit) 150mm square witha height of 8 mm and weighing not less than 100 gms. each 0.00 98.05 0.00

88 DSR‐19.15

Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6(1 cement : 3 coarse sand : 6 gradedstone aggregate 20 mm nominal size) as per standard design :

i DSR‐19.15.1 With 20x20 mm square bar each 0.00 275.50 0.00

89 DSR‐19.19Providing and fixing in position pre‐cast R.C.C. manhole cover andframe of required shape and approved quality

i DSR‐19.19.3.1 H D ‐ 20,Circular shape 560 mm internal diameter each 0.00 1511.55 0.00

90 DSR‐8.10

Providing and fixing stone slab with table rubbed, edges roundedand polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinalpartitions by cutting a chase of appropriate width with chase cutterand embedding the stone in the chase with epoxy grout or withcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 6 mm nominal size) as per direction of Engineer‐in‐chargeand finished smooth.

i DSR‐8.10.1 White Agaria Marble Stone Sqm 0.00 3263.50 0.00

91 DSR‐12.21

Providing and laying gola 75x75mm in cement concrete M15 gradeincluding finishing with cement mortar 1:3 (1 cement : 3 fine sand) asper standard design in 75x75 mm deep chase. rmt. 164.12 143.10 23485.57

92 DSR‐12.22

Making khurras 45x45 cm with average minimum thickness of 5 cmcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate of 20mm nominal size) over P.V.C. sheet 1 m x1 m x 400micron, finished with 12mm cement plaster 1:3(1 cement : 3 coarsesand) and a coat of neat cement, rounding the edges and making andfinishing the outlet complete.

each 15 186.65 2799.75

93 DSR‐16.3 Supplying and stacking at site.i DSR‐16.3.1 90 mm to 45 mm size stone aggregate Cum 16.97 1310.45 22236.86

A GRAND TOTAL OF JSR / DSR ITEMS 35816980.82

Sl. No. JSR 14 Description Unit Qty Rate Amount Remarks1 JR III/8 Bricks 8Km(1KM+7P) 1000 Nos 281.62 531.91 149798.802 JR III/ 11 Stone chips 10 Km. M3 989.74 212.76 210577.083 JR III/11 Sand 10Km M3 920.78 212.76 195904.684 JR III/5 Stone Metal ‐ 10 Km. M3 0.00 231.76 0.00

B 556280.57

GRAND TOTAL (A + B) 36373261.39

CARRIAGE OF MATERIALS

Total Carriage

S. No. Description Amount as per JSR ‐2014‐15 items (A)

Amount as per DSR ‐2014 items

(A)

Amount as per Non ‐Scheduled

Items (B)

I. Sanitary Installations 232,137.71 442,721.00 367,170.00

II. Drainage Installations 199,142.11 486,206.70 402,210.00

III. Water supply Installations 36,696.83 536,238.75 3,623,117.79

IV EXTERNAL SEWERAGE SYSTEM ‐ 298,810.61 ‐

V EXTERNAL DRAINAGE SYSTEMDRAINAGE NETWORK ‐ 321,637.15 ‐ RAIN WATER HARVESTING PITS 23,158.21 211,645.50 55,580.00

Sub Total 491,134.86 2,297,259.71 4,448,077.79

Grand Total 7,236,472.35

SUMMARY

Name of Work : Internal Plumbing Work

DETAILED ESTIMATE

SUBHEAD‐I (A): SANITARY INSTALLATIONS

1.1 JR 3.2.1 Supplying, fitting fixing vitreous white glazed earthenware I.W.C. of Parry Hindustan or; any' other I.S.S.approved make with 100mm H.C.I. ’p’ trap 15 litresC.I. pull and let go ‐flushing cistern of names or otherI.S.S. equivalent make, complete with all fittings, C.l.or C.C. brackets 32mm alkathene/P.V.C. telescopeflush, pipe about 2M long with:one brass couplingand clamps G.l. chain and pull including supplying andfixing a pair of vitreous white glazed earthenwarefootrest to be fixed in floor 15mm Cl body brassspindle stop cock of weight not less than 50gm,15mm P.V.C connection p|pe 450mm long and thepipe and cistern with two coats of approved paintover a coat of red oxide primer etc. al complete asper specification and direction of E/I

(B) 510mm longb) with 12.5Litre Low level C.l. cistern flushing cistern and C.P. flush bend.

0

Each 0 0 0 0.00 0.00 ‐

1.2 JR 3.2.2 Supplying, fitting fixing vitreous white glazed earthenware E.W.C. of Parry Hindustan or; any' other I.S.S.approved make with 100mm H.C.I. ’p’ trap 15 litresC.I. pull and let go ‐flushing cistern of names or otherI.S.S. equivalent make, complete with all fittings, C.l.or C.C. brackets 32mm alkathene/P.V.C. telescopeflush, pipe about 2M long with:one brass couplingand clamps G.l. chain and pull including supplying andfixing a pair of vitreous white glazed earthenwarefootrest to be fixed in floor 15mm Cl body brassspindle stop cock of weight not less than 50gm,15mm P.V.C connection p|pe 450mm long and thepipe and cistern with two coats of approved paintover a coat of red oxide primer etc. al complete asper specification and direction of E/I

(I) with "P" trapb) with 12.5Litre Low level PVC cistern flushing cistern and C.P. flush bend.

36

Each 3864.05 0 0 139,105.80 0.00 ‐

1.3 JR 3.2.5 Supplying, fitting and fixing vitreous white glazedearthen‐ware wash hand basin of parry or Hindustanor any other I.S.S. approved make supported onpainted C.l. or R.S. brackets 32mm C.l. brass‐waste,15mm dia C.l. body brass spindle stop cock ofapproved quality of weight not less .. than350gramsj:32mm P.V.C. waste pipe 750mm long withbrass‐coupling at one end and making plumber jointsetc. all complete as per specification and direction of‐E/l

20

Each 1927.57 0 0 38,551.40 0.00 ‐

1.4 Providing and fixing Salem Stainless Steel A ISI 304(18/8) kitchen sink as per IS: 13983 with CI bracketsand stainless steel waste with plug 40mm includingpainting of fittings and brackets, cutting and makinggood the walls wherever required.

1.4.1 Kitchen sink with drain board 17.10.1.3 510X1040mm bowl depth 200mm. 0 Each 0 5,966.15 0 0.00 0.00 ‐

1.5 Providing & fixing PVC waste pipe for sink oncludingPVC waste fitting Complete

1.5.1 Flexible Pipe1.5.1.1 17.28.2.2 40 mm dia 0 Each 0 76.75 0 0.00 0.00 ‐

1.6

JR 3.1.21

Providing and fixing mirror of superior glass (ofapproved quality) and of required shape and sizewith plastic moulded frame of approved make andshade with 6 mm thick hard board backing :

1.6.1 b (i) Rectangular shape 600x450 mm 8 Each 1215.06 0 0 9,720.48 0.00 ‐

1.7 Providing and fixing PTMT Bottle Trap for Wash basinand sink.

Qty. Rate.DESCRIPTIONS. NO.

Amount.

JR 14-15 JR 14-15 DSR2014 NSNSITEM CODE DSR2014Unit.

Page 2 of 11


Amount.


1.7.1

17.70.1

Bottle trap 31 mm single piece moulded with heightof 270 mm, effective length of tail pipe 260 mm fromthe centre of the waste coupling 77 mm breadth with25 mm minimum water seal, weighing not less than260 gms.

20

Each 0 494.9 0 0.00 9,898.00 ‐ 1.7.2

17.70.2

Bottle trap 38 mm single piece moulded with heightof 270 mm, effective length of tail pipe 260 mm fromthe centre of the waste coupling 77 mm breadth with25 mm minimum water seal, weighing not less than260 gms.(sink & urinal)

18

Each 0 518.15 0 0.00 9,326.70 ‐

1.8

JR 3.1.21 C (iii)

Providing and fixing CP liquid soap container 109 mmwide, 125 mm high and 112 mm distance from wall ofstandard shape with bracket of the same materialswith snap fittings of approved quality and colourweighing not less than 105 gms.

44

Each 317.34 0 0 13,962.96 0.00 ‐

1.9

17.72

Providing & fixing PTMT towel ring trapezoidal shape215 mm long 200 mm wide with minimum distanceof 37 mm from wall face with concealed fittingsarrangement of approved quality and colourweighing not less than 88 gms

8

Each 0 218.5 0 0.00 1,748.00 ‐

1.10JR 3.1.5.1

Providing and fixing C.P. brass bib cock of approvedquality confirming to IS:8931

1.10.1 15mm nominal bore 33 Each 288.67 0 0 9,526.11 0.00 ‐

1.11 Providing and fixing C.P. brass long body bib cock ofapproved quality conforming to IS standards andweighing not less than 690 gms.

1.11.1 18.50.1 15mm nominal bore 0 Each 0 610.65 0 0.00 0.00 ‐

1.12 Providing and fixing C.P. brass angle valve for basinmixer and geyser points of approved qualityconforming to IS 8931 a) 15 mm nominal bore.

1.12.1 18.53.1 15 mm nominal bore 95 Each 0 507.7 0 0.00 48,231.50 ‐

1.13 Providing and fixing toilet paper holder :1.13.1 17.34.1 C.P. brass 33 Each 0 415.9 0 0.00 13,724.70 ‐

1.14JR 3.1.10

Providing and fixing C.P. brass shower rose with 15 or20 mm inlet

1.14.1 a) 100 mm diameter 36 Each 104.9 0 0 3,776.40 0.00 ‐

JR 3.1.21 Providing and fixing C.P. towel ringC(i) 20mmx600mm 36 Each 485.96 0 0 17,494.56 0.00 ‐

1.15

17.80

Providing and fixing white vitreous china batterybased infrared sensor operated urinal of approx. size610 x 390 x 370 mm having pre & post flushing withwater ( 250 ml & 500 ml consumption), having waterinlet from back side, including fixing to wall withsuitable brackets all as per manufacturersspecification and direction of Engineer‐in‐charge..

18

Each 0 16724.95 0 0.00 301,049.10 ‐

1.16

8.10

Providing & fixing stone slab table rubbed, edgesrounded and polished of size 75 X 50cm deep and 1.8cm thick fixed in urinal patitions by cutting chase ofappropriate width with chase cutter and embeddingthe stone in chase with epoxy grout or with cementconcrete 1:2:4 ( 1 cement : 2 coarse sand : 4 gradedstone aggregste 6mm nominal size) as per Engineer‐in‐charge and finished smooth

8.10.1 White Agaria Marble Stone 18 Each 0 3263.5 0 0.00 58,743.00 ‐

1.17

MR

Supplying, storing, handling, shifting, installation,testing and commissioning of CP flxible hose, spray,wall flange etc. complete. (Model no. 03 295 06 99of Schell )

33

Each 0 0 2,934.00 0.00 0.00 96,822.00

1.18

MR

Providing and fixing C.P brass central hole basinmixer complete in respects.(Basin Mixer Jaquar,Model: Florentine, Model: FLR‐5051B)

20

Each 0 0 4,413.00 0.00 0.00 88,260.00

1.19

MR

Providing and fixing C.P brass central hole Showermixer complete in respects.(Shower Mixer Jaquar,Model : FUS‐29273UPR Wall Mixer with Bend Pipeon Upper Side)

36

Each 0 0 5,058.00 0.00 0.00 182,088.00

Page 3 of 11


Amount.


1.20

MR

Providing and fixing 15mm dia C.P. brass wall‐mounted central hole sink mixer with swinging spoutof approved make and quality with all fittings andaccessories etc. complete.(Sink mixer Jaquar mixerModel CQT 23309)

0

Each 0 0 3,275.00 0.00 0.00 ‐

TOTAL C/F TO SUMMARY 232,137.71 442,721.00 367,170.00

SUBHEAD‐II(A): INTERNAL DRAINAGE INSTALLATIONS

2.2

12.22

Making khurras 45x45cm with average minimumthickness of 5 cm cement concrete 1:2:4 (1 cement:2coarse sand: 4 graded stone aggregate 20 mmnominal size) over PVC sheet 1m x 1m x 400 micron,finished with 12mm cement plaster 1:3 (1 cement:3coarse sand) and a coat of neat cement, rounding theedges, making and finishing the outlet complete

18

Each 0 186.65 0 0.00 3,359.70 ‐

2.3

12.44

Providing and fixing to the inlet mouth of rain waterpipe cast iron grating 15 cm diameter and weighingnot less than 440 grams.

0

Each 0 41.10 0 0.00 0.00OR

12.46

Providing and fixing to the inlet mouth of rain waterpipe PTMT (an Engineering Thermoplastic) gratingsquare (Slit) 150 mm square with a height of 8 mmand weighing not less than 100 gms.

18

Each 98.05 1,764.90 ‐

2.3

JR 3.2.7

Supplying, fitting and fixing H.C.I. pipe with ear ofapproved make confirming to 1729 incudingsupplying nails; and bobins short pieces, cutting loosecollars, lead and yam for making lead caulked joints;cutting pipes to size including earth work orscaffolding where necessary etc all complete as perspecification and directior nf F/

2.3.1 a 100mm dia cast (spun) iron S&S pipe 0 Rm 717.79 0 0 0.00 0.00 ‐ 2.3.1 b 75mm dia cast (spun) iron S&S pipe 0 Rm 542.56 0 0 0.00 0.00 ‐

OR

12.41

Providing and fixing on wall face unplasticised RigidPVC rain water pipes conforming to IS : 13592 Type A,including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion, (i)Single socketed pipes.

12.41.1 75 mm diameter 115 metre 145.7 16,755.5012.41.2 100 mm diameter 535 metre 231.65 123,932.75

2.4

JR 3.2.8

Supplying and fixing H.C.l fittings of approved makeconforming to I.S.S. 1729 including supplylg nails andbobines lead and yarn from making lead caulkedjoints including earth work or providing scaffolding asthe case may be all complete as per specificationand; direction of E/l

2.4.1 A) H.C. I. single junction with door but without earexcept socketi) 100mm dia (weight 10.5 Kg approx.) 56 Each 1089.91 0 0 61,034.96 0.00 ‐ ii) 80mm dia (Weight 7 Kg) 24 Each 880.42 0 0 21,130.08 0.00 ‐

2.4.2 B) H.C.l heel rest bendi) 100mm dia (Weight 5.5 Kg approx.) 17 Each 645.44 0 0 10,972.48 0.00 ‐

2.4.3 (C) 100mm dia H.C.i "P" trap with anti syphonagehorn

33Each 720.19 0 0 23,766.27 0.00 ‐

2.4.4 (D) H.C.l. double junction with door and eari) 100 mm dia (weight 15.5 Kg approx.) 6 Each 1323.94 0 0 7,943.64 0.00 ‐

2.4.5 (G) H.C.l. Bend with door and eari) 100mm dia (weight 6.5 Kg approx.) 24 Each 620.14 0 0 14,883.36 0.00 ‐ ii) 80mm dia (Weight 4.5 Kg approx) 12 Each 479.36 0 0 5,752.32 0.00 ‐

2.4.6 (J) Floor trap with gratingsa) 100mm dia 55 Each 537.34 0 0 29,553.70 0.00 ‐

2.4.7 (K) Norton patent H.C.l. Coweli) 100mm dia (weight 3.25 kg approx.) 11 Each 498.24 0 0 5,480.64 0.00 ‐

2.4.8 (L) H.C.l. Pass overa) 100mm dia 24 Each 658.09 0 0 15,794.16 0.00 ‐

2.5

JR 3.2.12

Supplying materials and labour for painting the pipesandfittings with 2 coats of approved paint over a coatof red oxide primer etc. aJj .donripIetp.as Rerspecification and direction of. E/l

a 100mm dia cast (spun) iron S&S pipe 0 Rm 35.96 0 0 0.00 0.00 ‐ b 75mm dia cast (spun) iron S&S pipe 0 Rm 29.97 0 0 0.00 0.00 ‐

OR

Page 4 of 11


Amount.


13.55 Painting (two or more coats) on rain water, soil,waste and vent pipes and fittings with blackanticorrosive bitumastic paint of approved brand andmanufacture, over and including a priming of readymixed zinc chromate yellow primer on new work :

13.55.1 100 mm diameter pipes 535 metre 34.05 18,216.7575 mm diameter pipes 111 metre 25.5 2,830.50

2.6

DSR

Providing and fixing MS holder bat clamps ofapproved design to cast iron (spun) pipe embeddedin and Including cement concrete blocks 10 x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4graded stone aggregate 20mm nominal size)including cost of cutting holes and making good thewalls etc.

2.6.1 17.37.1 For 100mm dia. Pipe Each 0 152.9 0 0.00 0.00 ‐ OR

12.43

Providing and fixing unplasticised ‐PVC pipe clips ofapproved design to unplasticised ‐ PVC rain waterpipes by means of 50x50x50 mm hard wood plugs,screwed with M.S. screws of required length,including cutting brick work and fixing in cementmortar 1:4 (1 cement : 4 coarse sand) and makinggood the wall etc. complete.

12.43.2 110 mm 315 each 189.05 59,550.75

2.7 Providing lead caulked joints to spun iron or C.I. pipesand specials, including testing of joints but excludingthe cost of pig lead :

2.7.1 18.28.1 100 mm diameter pipe 941 Each 0 204.85 0 0.00 192,763.85 ‐

2.8 Providing and laying cement concrete 1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate40 mm nominal size) all‐round S.W. pipes includingbed concrete as per standard design :

Note: This work shall be done all‐round CI pipe atground floor's toilet.

2.8.1 19.2.1 100mm diameter 310 Rm 0 0 0 0.00 0.00 ‐

2.9 Providing and fixing G.I. pipes complete with GIfittings and clamps including cutting and making goodthe walls etc. (internal work) exposed on wall.

2.9.1 18.7.5 40 mm nominal outer dia pipes 60 Rm 0 407.9 0 0.00 24,474.00 ‐ 2.9.2 18.7.6 50 mm nominal outer dia pipes 75 Rm 0 581.55 0 0.00 43,616.25 ‐

2.10 Painting GI pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality

18.40.5 40 mm nominal outer dia pipes 60 Rm 0 11.85 0 0.00 711.00 ‐ 18.40.6 50 mm nominal outer dia pipes 75 Rm 0 14.15 0 0.00 1,061.25 ‐

2.11

MR

Providing and fixing soil, waste and vent including allfittings (plain or door) e.g. bends, junctions, cowls,offsets, access pieces jointing with refined solvantjoint (dripseal/pipseal) with 25mm deep drip sealjoints including holder bat clamps of approved designto sand cast iron (spun) pipe embedded, cementconcrete block 10x10x 10 cm of 1:2:4 ( 1 cement: 4coarse sand: 4 graded stone aggregate 20 mmnominal size), cutting holes in wall and floors,excavation, refilling and disposal of surplus earthwhere required and marked good complete.

2.11.1 150mm dia cast (spun) iron S&S pipe 125 RM 0 0 2,249.00 0.00 0.00 281,125.00

2.12 Providing and fixing G.I. Inlet fitting of suitable sizewith 2 & 3 Nos. G.I. Socket 32 & 40 welded G.I. pipeand dipped in hot bitumen complete in all respect.

2.12.1 MR 100 mm diameter pipe (Hopper ) 55 Each 0 0 1,143.00 0.00 0.00 62,865.00

2.13

MR

Providing and fixing floor drain & balcony drain madeof 100 x 50 dia elbow / tee as applicable connectedwith 50 dia GI pipe painted with primer, two coats ofblack bituminastic paint,wrapping 1 mm thick PVCtape and final coat of black bituminastic paint B109complete in all complete including cutting andmaking good the walls and floor wherever required

26

Each 0 0 1,066.00 0.00 0.00 27,716.00

Page 5 of 11


Amount.


2.14

MR

Providing and fixing 100mm diameter C.P. Brasscleanout plug with M.S. flanged tail pieces, 6mm dianut & bolts, gasket and washers fixed to C.I. Pipewith drip seal joint complete in all complete includingcutting and making good the walls and floorwherever required.

2.14.1 with 100 mm dia. Pipe 24 Each 0 0 1,271.00 0.00 0.00 30,504.00

TOTAL C/F TO SUMMARY 199,142.11 486,206.70 402,210.00 SUBHEAD‐III(A): WATER SUPPLY INSTALLATIONS

3.1

17.30

Providing and fixing in position 25 mm diametermosquito proof coupling of approved municipaldesign.

4

Each 0 38.6 0 0.00 154.40 ‐

3.2 Providing and fixing G.I. Pipes complete with G.I.fittings and clamps, i/c making good the walls etc.concealed pipe, including painting with anti corrosivebitumastic paint, cutting chases and making good thewall :concealed work including cutting chases and makinggood the wall etc.

3.2.1 18.11.1 15 mm nominal outer dia pipes 693 Rm 0 0 306.05 0.00 0.00 212,092.65 3.2.2 18.11.2 20 mm nominal outer dia pipes 115 Rm 0 0 333.85 0.00 0.00 38,392.75

3.3 Providing and fixing G.I. pipes complete with GIfittings and clamps including cutting and making goodthe walls etc. (internal work) exposed on wall.

Exposed on wall3.3.1 18.10.1 15 mm dia, nominal bore 0 Rm 0 215.10 0 0.00 0.00 ‐ 3.3.2 18.10.2 20 mm dia, nominal bore 0 Rm 0 249.30 0 0.00 0.00 ‐ 3.3.3 18.10.3 25 mm dia, nominal bore 0 Rm 0 304.15 0 0.00 0.00 ‐ 3.3.4 18.10.4 32 mm dia, nominal bore 0 Rm 0 343.20 0 0.00 0.00 ‐ 3.3.5 18.10.5 40 mm dia, nominal bore 0 Rm 0 425.65 0 0.00 0.00 ‐ 3.3.6 18.10.6 50 mm dia, nominal bore 0 Rm 0 527.20 0 0.00 0.00 ‐ 3.3.7 18.12.7 65 mm dia, nominal bore 0 Rm 0 524.25 0 0.00 0.00 ‐ 3.3.8 18.12.7 80 mm dia, nominal bore 0 Rm 0 637.05 0 0.00 0.00 ‐

OR18.7 Providing and fixing Chlorinated Polyvinyl Chloride

(CPVC) pipes, having thermal stability for hot & coldwater supply, including all CPVC plain & brassthreaded fittings, including fixing the pipe withclamps at 1.00 m spacing. This includes jointing ofpipes & fittings with one step CPVC solvent cementand testing of joints complete as per direction ofEngineer in Charge.

18.7.1 15 mm nominal outer dia Pipes 115 metre 163.5 18,802.50





18.7.6 50 mm nominal outer dia Pipes 76 metre 581.55 44,197.8065 mm nominal outer dia Pipes 40 metre80 mm nominal outer dia Pipes 30 metre

3.4 Painting GI pipes and fittings with two coats of anticorrosive bitumastic paint of approved quality

‐ 3.4.1 18.40.1 15 mm dia, nominal bore 115 Rm 0 5.80 0 0.00 667.00 ‐ 3.4.2 18.40.2 20 mm dia, nominal bore 415 Rm 0 6.85 0 0.00 2,842.75 ‐ 3.4.3 18.40.3 25 mm dia, nominal bore 339 Rm 0 8.75 0 0.00 2,966.25 ‐ 3.4.4 18.40.4 32 mm dia, nominal bore 194 Rm 0 10.40 0 0.00 2,017.60 ‐ 3.4.5 18.40.5 40 mm dia, nominal bore 109 Rm 0 11.85 0 0.00 1,291.65 ‐ 3.4.6 18.40.6 50 mm dia, nominal bore 76 Rm 0 14.15 0 0.00 1,075.40 ‐ 3.4.7 18.40.7 65 mm dia, nominal bore 40 Rm 0 17.45 0 0.00 698.00 ‐ 3.4.8 18.40.8 80 mm dia, nominal bore 30 Rm 0 20.25 0 0.00 607.50 ‐

3.5 Providing and fixing of gun metal gate valve with CIwheel of approved quality (screwed ends)

3.5.1 18.17.1 25mm dia, nominal bore 2 Each 0 428.85 0 0.00 857.70 ‐ 3.5.2 18.17.2 32 mm dia, nominal bore 2 Each 0 501.5 0 0.00 1,003.00 ‐ 3.5.3 18.17.3 40 mm dia, nominal bore 1 Each 0 585.5 0 0.00 585.50 ‐ 3.5.4 18.17.4 50 mm dia, nominal bore 2 Each 0 750.75 0 0.00 1,501.50 ‐

3.618.12

Providing and fixing G.I. pipes complete with G.I.fittings including trenching and refilling etc.

3.6.1 18.12.2 20 mm dia nominal bore 10 Rm 0 209.95 0 0.00 2,099.50 ‐ 3.6.2 18.12.3 25 mm dia nominal bore 15 Rm 0 257.30 0 0.00 3,859.50 ‐ 3.6.3 18.12.6 50 mm dia nominal bore 65 Rm 0 399.50 0 0.00 25,967.50 ‐

Page 6 of 11


Amount.


3.7JR 3.1.7

Providing and fixing gun metal non‐ return valve ofapproved quality (PN 1.6)

3.7.1 b (vi) 50 nominal bore 2 Each 1295.01 0 0 2,590.02 0.00 ‐

3.8JR 3.1.6 A(f)

Providing and fixing brass 25 mm stop cock ofapproved quality

21Each 1353.23 0 0 28,417.83 0.00 ‐

3.9

10.2

Structual steel work welded in built up sections,trusses and framed work including cutting, hoisting,fixing in position and applying a priming coat ofapproved steel primer all complete.

95

kg 0 73.95 0 0.00 7,025.25 ‐

3.10

JR 3.1.13

Providing and fixing G.I. union in G.I. pipe includingcutting and threading the pipe and making longscrews etc. complete (new work)

3.10.1 7 (a) 15mm nominal bore 8 Each 73.62 0 0 588.96 0.00 ‐ 3.10.2 b 20mm nominal bore 12 Each 92.5 0 0 1,110.00 0.00 ‐ 3.10.3 c 25mm nominal bore 8 Each 125.03 0 0 1,000.24 0.00 ‐ 3.10.4 d 32mm nominal bore 6 Each 180.17 0 0 1,081.02 0.00 ‐ 3.10.5 e 40mm nominal bore 4 Each 210.28 0 0 841.12 0.00 ‐ 3.10.6 f 50mm nominal bore 4 Each 266.91 0 0 1,067.64 0.00 ‐

3.11

18.33.1

Constructing masonry chamber 60x60x75 cm, insidewith 75 class designation brick work in cementmortar 1:4 (1 cement:4 fine sand) for sluice valve,with C.I. surface box 100mm, to diameter, 160mmbottom diameter and 180mm deep (inside) withchained lid and RCC top slab 1:2:4 mix (1 cement : 2corase sand: 4 graded stonr aggregate 20mmnominal size) necessary excavation foundationconcret 1:5:10 (1 cement:5 fine sand : 10 gradedstone aggregate 40 mm nominal size) and insideplastering with cement mortor 1:3 (1 cement : 3coarse sand) 12 mm thick finished with a floatingcoat of neat cement complete as per standarddesign.

2

Each 0 6754.3 0 0.00 13,508.60 ‐

3.12 Providing and placing on terrace (at all floor levels)polyethylene water storage tank, ISI : 12701 marked,with cover and suitable lockingarrangement and making necessary holes for inlet,outlet and overflow pipes but without fittings and thebase support for tank.

3.12.1 18.48 7.25 RS per Litre 20000 per litre 0 7.25 0 0.00 145,000.00 ‐

3.13 Providing and fixing brass ball valve with SS 304 Stemand ball, teflon seat complete (PN‐16).

3.13.1 MR 15 mm dia nominal bore 12 Each 0 0 381.00 0.00 0.00 4,572.00 3.13.2 MR 20 mm dia nominal bore 24 Each 0 0 533.00 0.00 0.00 12,792.00 3.13.3 MR 25 mm dia nominal bore 21 Each 0 0 833.00 0.00 0.00 17,493.00

3.14 Supply and installation of Butterfly Valves withmating flanges generally as specified all complete. PN1.6

3.14.1 MR 65 mm dia nominal bore 4 Set 0 0 2,358 0.00 0.00 9,431.45 3.14.2 MR 80 mm dia nominal bore 2 0 0 2,592 0.00 0.00 5,184.94

3.15 Solar Water Heaters

MR

Providing, fixing, testing and commissioning of solarwater heater panels with automatic thermostaticcontrol, pressure release valve, storage tankcomplete including cutting and making good thefloors / walls wherever required.

Capacity : 7000 LPD with SS storage tank of 7000litres with proper insulation, electrical element andcontrol panel including all interconnecting SS 304piping and accessories.

1

item 0 0 3,229,304 0.00 0.00 3,229,304.00

3.16

MR

Providing and fixing insulation with Armaflexelastomeric nitrile rubber sheets complete withplastering.20 mm thick insulation with Arm flex elastomericnitrile rubber sheets for hot water & cold water pipesexposed to sun complete with plastering

3.16.1 MR 15 mm dia, nominal 235 Rm 0 0 175 0.00 0.00 41,125.00 3.16.2 MR 20 mm dia, nominal 137 Rm 0 0 215 0.00 0.00 29,455.00 3.16.3 MR 25 mm dia, nominal 95 Rm 0 245 0.00 0.00 23,275.00

TOTAL C/F TO SUMMARY 36,696.83 536,238.75 3,623,117.79

SECTION‐IV EXTERNAL SEWERAGE NETWORK

Page 7 of 11


Amount.


4.1 Excavating trenches of required width for pipes,cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth upto1.5 m, including getting out the excavated soil, andthen returning the soil as required, in layers notexceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, withina lead of 50 m :

All kinds of soilup to 1.50 m depth

2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but notexceeding 300 mm dia

140.00 metre 0.00 208.30 0 0.00 29,162.00 ‐

4.2

2.11

Extra for excavating trenches for pipes, cables etc. inall kinds of soil for depth exceeding 1.5 m, but notexceeding 3 m. (Rate is over corresponding basicitem for depth upto 1.5 metre).

12.00

metre 0.00 283.29 0 0.00 3,399.46 ‐

4.3 Providing laying and jointing glazed stoneware pipesgrade ‘A’ with stiff mixture of cement mortar in theproportion of 1:1 (1 cement : 1 fine sand) includingtesting of joints etc. complete.

19.1.1 100 mm diameter 10.00 metre 0.00 206.55 0 0.00 2,065.50 ‐ 19.1.2 150 mm diameter 15.00 metre 0.00 314.35 0 0.00 4,715.25 ‐

4.4 Providing and laying cement concrete 1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate40 mm nominal size) alround SW pipes including bedconcrete as per standard design.

19.2.1 100 mm diameter 10.00 metre 0.00 592.60 0 0.00 5,926.00 ‐ 19.2.2 150 mm diameter 15.00 metre 0.00 724.70 0 0.00 10,870.50 ‐

4.5 Providing and fixing square mouth SW gully trapgrade ‘A’ complete CI grating brick masonry chamberwith bricks of class designation 75 and water tight CIcover with frame of 300 x 300 mm size (inside) theweight of cover to be not less than 13.00 kg andframe to be not less than 5 kg. as per standarddesign. (COVER MIN. 4.5 KG & FRAME MIN.2.7 KG )

19.4.2.1 150x100mm size P type With FPS bricks 0.00 each 0 0 0 0.00 0.00 ‐ 19.4.3.1 180x150 mm size P type With FPS bricks 4.00 each 0 1678.85 0 0.00 6,715.40 ‐

4.6 Providing and laying Non pressure NP 2 class (lightduty) RCC pipe with collars jointed with stiff mixtureof cement mortar in the proportion of 1:2 (1cement :2 fine sand ) including testing of joints etc.complete.

19.6.3 250 mm. dia. RCC Pipes 115.00 metre 0.00 468.60 0 0.00 53,889.00 ‐

4.7

4.1.8

Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering. (for RCC pipe bedding) by 1:4:8 (1 cement: 4 coarse sand : 8 graded stone agg. 40 mm nominalsize)

21.00

Cum 0.00 4301.15 0 0.00 90,324.15 ‐

4.8 Constructing brick masonry manhole with F.P.S.bricks in cement mortar 1 : 4 (1 cement : 4 coarsesand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2coarse sand : 4 grade stone aggregate 20mmnominal size); foundation concrete 1:4:8 mix (1cement : 4 coarse sand : 8 graded stone aggregate40 mm nominal size) inside plastering 12 mm thickwith cement mortar 1:3 (1cement 3 coarse sand )finished with a floating coat of neat cement andmaking channels in cement concrete 1:2:4(1cement : 2 coarse sand: 4 graded stone aggregate20 mm nominal size) finishd with a floating coat ofneat cement complete as per standard design

4.8.1

19.7.1.1

Inside size 90 x 80 cm & 45 cm deep including CIcover with frame (light duty) 455 x 610mm internaldimension total wt. of cover & frame to be not lessthan 38 kg (wt. of cover 23 kg and wt. of frame 15 kg)

2.00

each 0 8507.00 0.00 0.00 17,014.00 ‐

Page 8 of 11


Amount.


4.8.2

19.7.2.1

Inside size 120 X 90 cm. and 90 cm. deep includingCI cover with frame (medium duty) 500 mm internaldiameter, total weight of cover and frame to be notless than 116 kg (wt of cover 58 kg and wt. of frame58 kg.)

2.00

each 0 18304.45 0.00 0.00 36,608.90 ‐

4.9 Extra for depth for manhole with F.P.S. bricks19.8.1.1 size 90 X 80 cm 1.00 M 5638.20 0 0.00 5,638.20 ‐ 19.8.2.1 size 1.2m X 90 cm 1.00 M 6753.65 0 0.00 6,753.65 ‐

4.14 Earth work in excavation by mechanicalmeans(Hydraulic excavator)/manual means infoundation trenches or drains(not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sidesand ramming of bottoms, lift upto 1.5 m, includinggetting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m

2.8 All kinds of soil 140.00 Cum 0.00 157.50 0 0.00 22,050.00 ‐

4.15 13.4 12 mm cement plaster of mix13.4.1 1:4 (1 cement : 4 coarse sand). 12.00 Sq.m 0 172.30 0 0.00 2,067.60 ‐

4.16

19.16

Providing orange colour safety foot rest of minimum6 mm thick plastic encapsulated as per IS : 10910, on12 mm dia steel bar conforming to IS : 1786, havingminimum cross section as 23 mmx25 mm and over allminimum length 263 mm and width as 165 mm withminimum 112 mm space between protruded legshaving 2 mm tread on top surface by ribbing orchequering besides necessary and adequateanchoring projections on tail length on 138 mm asper standard drawing and suitable to with stand thebend test and chemical resistance test as perspecifications and having manufacture's permanentidentification mark to be visible even after fixing,including fixing in manholes with 30x20x15 cmcement concrete block 1:3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size)complete as per design.

4.00

each 0 311.60 0 0.00 1,246.40 ‐

4.17

19.21.1

Making connection of drain or sewer line withexisting manhole including breaking into and makinggood the walls, floors with cement cincrete 1:2:4 mix(1cement: 2 coarse sand : 4 graded stone aggregate20mm nominal size) cement plastered on both sideswith cement mortar 1:3 (1cement : 3 coarse sand)finished with a floating coat of neat cement andmaking necessary channels for the drain etc.complete for pipes 100 to 230mm dia.

1

Item 0 364.60 0 0.00 364.60 ‐

TOTAL C/F TO SUMMARY ‐ 298,810.61 ‐

SECTION ‐ V EXTERNAL DRAINAGE SYSTEMDRAINAGE NETWORK

5.1 Earth work in excavation by mechanical means(Hydraulic excavator) / manual means in foundationtrenches or drains (not exceeding 1.5 m in width or10 sqm on plan), including dressing of sides andramming of bottoms, lift upto 1.5 m, including gettingout the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.Upto1.5 M depth.

2.8.1 All kinds of soil. Cum 0 0 0.00 0.00 ‐

5.8

19.6

Providing and laying non‐pressure NP2 class (lightduty) RCC pipes with collars jointed with stiff mixtureof cement mortar in the proportion of 1:2 (1 cement :2 fine sand) including testing of joints etc. complete.(for storm drainage)

5.8.1 19.6.2 150 mm. dia. RCC Pipes 35 Meter 0 348.30 0 0.00 12,190.50 ‐ 5.8.2 19.6.3 250 mm. dia. RCC Pipes 80 Meter 0 468.60 0 0.00 37,488.00 ‐

19.6.4 300 mm. dia. RCC Pipes 60 Meter 0 506.35 0 0.00 30,381.00 ‐ 19.6.5 450 mm. dia. RCC Pipes 30 Meter 0 705.90 0 0.00 21,177.00 ‐

Page 9 of 11


Amount.


5.9

4.1.8

Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering. (for RCC pipe bedding) by 1:4:8 (1 cement: 4 coarse sand : 8 graded stone agg. 40 mm nominalsize)

31

CUM 0 4301.15 0 0.00 133,335.65 ‐

5.10 Constructing brick masonry road gully chamber50x45x60 cm with bricks of class designation 75 incement mortar 1:5 (1 cement : 5 fine sand) including500 x 450 mm (heavy duty) precast RCC horizontalgrating with frame complete as per standard design:

19.27.1 with FPS bricks 22 Each 0 3957.50 0 0.00 87,065.00 ‐

TOTAL C/F TO SUMMARY ‐ 321,637.15 ‐

[A] RAIN WATER HARVESTINGDESILTING CHAMBER (1 No.)

5.11 Earth work In excavation by mechanical means(Hydraulic excavator)/manual means over areas(exceeding 30cm in depth. 1.5m in width as per as 10sq.m on plan) including disposal of excavated earth,lead up to 50m and lift up to 1.5m, disposed earth tobe levelled and neatly dressed.

2.6.1 All kinds of soil 8.40 Cu.M 0 155.60 0 0.00 1,307.30 ‐

5.12

2.25

Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layersnot exceeding 20cm in depth, consolidating Eachdeposited layer by ramming and watering , lead up to50 m and lift up to 1.5m.

5.60 Cu.M 0 112.40 0 0.00 629.44 ‐ 5.13 Extra for every additional lift of 1.5 m or part there of

in:5.13.1 2.26.1 All kinds of soil. 3.65 Cu.M 0 46.25 0 0.00 168.81 ‐ 5.14 Providing and laying in position cement cncrete of

specified grade excluding the cost of centring andshuttering ‐ all work upto plinth level.

5.14.14.1.8

1:4:8 (1 cement :4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) 0.30 Cu.M 0 4301.15 0 0.00 1,290.35 ‐

5.15 Centring and shuttering including strutting, proppintgetc. and removal of form for:

5.15.15.9.3

Suspended floors,roofs, landings, balconies andaccess platform. 2.00 Sq.M 0 401.65 0 0.00 803.30 ‐

5.16 Edges of slabs and breaks in floors and walls,5.16.1 5.9.16.1 Under 20 cm wide 6.00 R.M. 0 116.40 0 0.00 698.40 ‐ 5.17 Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in positionand binding all complete upto plinth level.

5.17.1 5.22.6 Thermo Mechanically Treated bars. 23.55 Kg. 0 68.10 0 0.00 1,603.76 ‐ 5.18 Providing and laying in position machine batched and

machine mixed design mix M‐25 grade cementconcrete for reinforced cement concrete work, usingcement content as per approved design mix,including pumping of concrete to site of laying butexcluding the cost of centering, shuttering, finishingand reinforcement, including admixtures inrecommended proportions as per IS: 9103 toaccelerate, retard setting of concrete, improveworkability without impairing strength and durabilityas per direction of Engineer‐in‐charge.

(Note :‐ Cement content considered in this item is @330 kg/cum. Excess/less cement used as per designmix is payable/recoverable separately).

5.18.1 5.33.1 All works upto plinth level. 0.00 Cu.M 0 6296.15 0 0.00 0.00 ‐ 5.3.5.1 providind RCCM 200 with nominal mix of 1:1.5:3IN

Foundation n plinth with approved quality ofstone……..do…………….. 2.30 Cu.M 6126.51 14,090.97

5.19 Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:

5.19.1 6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) 5.25 Cu.M 0 4918.65 0 0.00 25,822.91 ‐ 5.19.2

13.1.1 12 mm thick cement plaster of mix 1:4 (1 cement : 4fine sand). 15.00 Cum 0 163.35 0 0.00 2,450.25 ‐

Page 10 of 11


Amount.


5.2 Providing, laying and jointing glazed stoneware pipesgrade 'A' with stiff mixture of cement mortar in theproportion of 1:1 (1 cement: 1 fine sand) includingtesting of joints etc. complete:

5.20.1 19.1.3 200 mm diameter 3.00 R.M. 0 462.15 0 0.00 1,386.45 ‐ 5.21

24.7

Supplying, filling, spreading & leveling coarse sand ofsize range 1.5 mm to 2 mm in recharge pit, inrequired thickness over gravel layer, for all leads &lifts, all complete as per direction of Engineer –in‐charge. 0.27 Cu.M 0 852.60 0 0.00 230.20 ‐ Providing and fixing in position pre‐cast R.C.C. manhole cover and frame of required shape and approved qualityL D‐ 2.5

5.2219.19.1.1

Rectangular shape 600x450mm internal dimensions2.00 Each 0 1131.70 0 0.00 2,263.40 ‐

[B] RECHARGE PIT (1 No.)

5.23 Earth work in excavation by mechanical means(Hydraulic excavator) / manual means in foundationtrenches or drains (not exceeding 1.5m in width or 10Sq.M on plan) including dressing of sides andramming ob bottoms, lift upto 1.5m, including gettingout the excavated soil and disposal of surplusexcavated soil as directed, withen a lead of 50m.

2.8.1 All kinds of soil 59.17 Cu.M 0 157.50 0 0.00 9,319.28 ‐ 5.24 Extra for every additional lift of 1.5 m or part thereof

in excavation /banking excavated or stackedmaterials.

2.26 Depth exe. 1.5m but not exceeding 3.0m. 22.60 Cu.M 0 46.25 0 0.00 1,045.25 ‐ Depth exe. 3.0m but not exceeding 4.5m. 15.05 Cu.M 0 82.95 0 0.00 1,248.40 ‐

5.25

2.25

Filling available excavated earth (excluding rock) intrenches, plinth, sides of foundations etc. in layersnot exceeding 20cm in depth, consolidating Eachdeposited layer by ramming and watering , lead up to50 m and lift up to 1.5m.

25.65 Cu.M 0 112.40 0 0.00 2,883.06 ‐ 5.26 Providing and laying in position cement cncrete of

specified grade excluding the cost of centring andshuttering ‐ all work upto plinth level. 0.00 0.00 ‐

4.1.8 1:4:8 (1 cement :4 coarse sand : 8 graded stoneaggregate 40 mm nominal size) 0.90 Cu.M 0 4301.15 0 0.00 3,871.04 ‐

5.27 Centring and shuttering including strutting, proppintgetc. and removal of form for:

5.9.3 Suspended floors,roofs, landings, balconies andaccess platform. 10.75 Sq.M 0 401.65 0 0.00 4,317.74 ‐

5.28 Edges of slabs and breaks in floors and walls,5.9.16.1 Under 20 cm wide 12.56 R.M. 0 116.40 0 0.00 1,461.98 ‐

5.29 Reinforcement for R.C.C. work includingstraightening, cutting, bending, placing in positionand binding all complete.

5.22.6 Thermo Mechanically Treated bars. 175.00 Kg. 0 68.10 0 0.00 11,917.50 ‐ 5.30 Providing and laying in position machine batched and

machine mixed design mix M‐25 grade cementconcrete for reinforced cement concrete work, usingcement content as per approved design mix,including pumping of concrete to site of laying butexcluding the cost of centering, shuttering, finishingand reinforcement, including admixtures inrecommended proportions as per IS: 9103 toaccelerate, retard setting of concrete, improveworkability without impairing strength and durabilityas per direction of Engineer‐in‐charge.

(Note :‐ Cement content considered in this item is @330 kg/cum. Excess/less cement used as per designmix is payable/recoverable separately).

5.33.1 All works upto plinth level. 0.00 Cu.M 0 6296.15 0 0.00 0.00 ‐ 5.3.5.1 providind RCCM 200 with nominal mix of 1:1.5:3IN

Foundation n plinth with approved quality ofstone……..do…………….. 1.48 Cu.M 6126.51 9,067.23

5.31 Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in: 0.00 0.00 ‐

6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand) 17.65 Cu.M 0 4918.65 0 0.00 86,814.17 ‐

13.1.1 12 mm thick cement plaster of mix 1:4 (1 cement : 4fine sand). 30.00 Sq.M 0 163.35 0 0.00 4,900.50 ‐

Page 11 of 11


Amount.


5.32 Providing, laying and jointing glazed stoneware pipesgrade 'A' with stiff mixture of cement mortar in theproportion of 1:1 (1 cement: 1 fine sand) includingtesting of joints etc. complete:

19.1.3 200 mm diameter 3.00 R.M. 0 462.15 0 0.00 1,386.45 ‐ 5.33

24.7

Supplying, filling, spreading & leveling coarse sand ofsize range 1.5 mm to 2 mm in recharge pit, inrequired thickness over gravel layer, for all leads &lifts, all complete as per direction of Engineer –in‐charge. 1.50 Cu.M 0 852.60 0 0.00 1,278.90 ‐

5.34 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer –in‐charge, upto 90 metre depth below ground level.

All types of soil24.1.1.1 300 mm dia. 20.00 R.M. 0 407.10 0 0.00 8,142.00 ‐

5.35 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in‐charge.

24.3.2 150 mm nominal size dia. 25.00 R.M. 0 587.05 0 0.00 14,676.25 ‐ 5.36

24.6

Supplying, filling, spreading & leveling gravels of size range 4.6 mm to 4.8 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer‐in‐charge. 4.90 Cu.M 0 910.65 0 0.00 4,462.19 ‐

5.37

24.5

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete asper direction of Engineer‐in‐charge.

4.90 Cu.M 0 504.15 0 0.00 2,470.34 ‐ 5.38 Providing and fixing in position pre‐cast R.C.C.

manhole cover and frame of required shape and approved qualityL D‐ 2.5

19.19.1.1 Rectangular shape 600x450mm internal dimensions

2.00 Each 0 1131.70 0 0.00 2,263.40 ‐ 5.39

9.50

Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.

9.42 Sq.M 0 1118.10 0 0.00 10,532.50 ‐

SECTION‐ V RAIN WATER HARVESTING (NON‐SCHEDULEDITEMS)

2.40

MR

Providing, fixing, testing and commissioning of uPVCwaste pipe conforming to IS : 4985‐2000 class IV (6Kg/Sq.cm) including all moulding fittings conformingto IS : 7834 (Part I to Part‐7) 1987 such as tees,bends, reducers, coupling, adaptor etc. solventwelded joints as per manufacturer recommendationincluding cutting and making good the walls, floors,R.C.C. work etc. (For OVER FLOW).

210 mm OD UPVC Pipe 20 metre 0 2,779.00 0.00 0.00 55,580.00

TOTAL (NON‐SCHEDULED ITEMS) 23,158.21 211,645.50 55,580.00

Page 12 of 11

Amount as per DSR ‐2014 Items (A)

Amount as per Non ‐Scheduled Items (B)

S. No. Description

I. FIRE PUMPS AND HYDRANT WORKS 84,977.05 514,698.00

II. PIPING FOR FIRE FIGHTING SYSTEM ‐ 368,302.00

III FIRE EXTINGUSHER 100,680.00

Total (A) 84,977.05 983,680.00

Grand Total A+B 1,068,657.05

Final Abstract

(DSR‐2014)QUT

RATE Item NO

(IN FIGURES) AMOUNT (IN

RS.)

1.1 M.R. TERRACE LEVEL ‐ FIRE PUMPSupplying, storing, handling, shifting, installation, testing andcommissioning, supervision of testing of electric driven terracepump suitable for automatic operation of horizontal end sectioncentrifugal type sychoronous speed of 2900 rpm TEFC confirmingto IP : 55 & Flexible coupling & coupling guard mounted oncommon bed plate of fabricated mild steel channel or cast irontype as required.Capacity 450 LPM at 3.5 Kg./Cm2 delivery pressure for firehydrant network. Set 1 1 134,500.00 134,500.00 PANELS:Supply, installation, testing and commissioning of followingintegrated, cubicle type,dead front, extensible, sheet steelcontrol panel. The panel shall be suitable for 440 volts, 50 cycles,4 wire supplyThe following components and accessories shall be mounted withineach control panel.One no 60 amps TP incoming MCCB with the following:0‐500 volts 96 x96 square mm voltmeter with slector switch andcontrol fuses‐ 1 SET0‐100 amps 96 x96 square mm ammeter with CT's and slectorswitch‐ 1 SETPhase indicating lamp with toggle switches.Indication lamps for ON/OFF/TRIP statusOutgoing Feeders / Starters as below:60 ATP MCCB with star / delta as starter suitable for 15 HP motorfor Downcomer Pump ‐ 1 SetProvision in control panel to connect flow switch for autmaticoperation of roof fire pumps.

1.2 M.R. PRESSURE SWITCH

1.2.1

Supplying, installing, testing and commissioning 0 to 12 Kg/ cm2 ON/OFFpressure switch in delivery line of pump along with control wiring forauto starting and auto stopping of hydrant and jockey pumps. Each 1 1 7,685.00 7,685.00

1.3 M.R.

Supply, fabrication (as per code), installation, testing and commissioningof Pressure vessels 450mm diameter and 1000mm high fabricated from8‐10mm M.S. plate with accessories inside painting with epoxy paintand outside with enamel. Each 1 1 29,900.00 29,900.00

1.4 M.R.

Providing, fixing, testing & commissioning of resilient rubber lined singlearch vibration eliminators suitable for raw water up to 45 deg. Ctemperature, working pressure 8.8 Kg/cm2 and test pressure 14Kg/cm2 for :‐

1.4.1 150 mm dia Each 2 2 4,755.00 9,510.00

TOTAL QUT.

DETAILED ESTIMATES. NO.

DESCRIPTION UNIT

SUBHEAD‐I(A): FIRE PUMPS AND HYDRANT WORKS (NON SCHEDULED ITEMS)

(DSR‐2014)QUT

RATE Item NO


RS.)

TOTAL QUT.

S. NO.

DESCRIPTION UNIT

1.5 M.R.Supply, installation, testing, trial run and commissioning of hydrants allcomplete as required and as approvedDoors and frame

1.5.1

MS door frame 1200x2100 door capable of accommodating fire hosereel, landing valve, hose pipes, fittings & accessories. The door shallhave a front glass with lock and key arrangement & shall be paintedwith post office red colour (approval shall be taken on the basis ofsubmitted sample before ordering) Cost of fire extinguishers notincluded in item rate. (Liasioing with civil contractor for making1200x600x2100 Recessed type mansoary box (by civil contractor). Each 6 6 11,486.00 68,916.00

1.5.2

TAC approved M.S. fire hose cabinet (750x600x250mm)made out of 16gauge M.S. sheet capable of accommodating landing valve, hose pipes,fittings & accessories. The box shall have a front glass door with lockand key arrangement & shall be painted with post office red colour(approval shall be taken on the basis of submitted sample beforeordering) ‐ for external and roof hydrant. Each 2 2 3,544.00 7,088.00

1.5.3

63mm dia single outlet SS landing valve IS marked with suitable sizebolts, nuts, washers and gaskets. Landing valve shall be TAC ApprovedMake. Each 8 8 6,405.00 51,240.00

1.5.463mm dia twin outlet SS landing valve IS marked with suitable size bolts,nuts, washers and gaskets. Landing valve shall be TAC Approved Make. Each 0 0 15,711.00 ‐

1.5.5First aid hose reel with 25 mm dia, 30 m long rubber hose, ball valve,piping and nozzle Each 6 6 8,045.00 48,270.00

1.5.663mm reinforced rubber hoses (RRL) with male and female SS coupling,IS marked‐ 15 m long Each 16 16 5,807.00 92,912.00

1.5.7

standard short size SS branch pipe with nozzle of 20mm nomnal boroutlet with instaneous type 63 mm dia coupling complete IS marked &TAC approved. Each 8 8 1,964.00 15,712.00

1.5.8 Fire Axe Each 6 6 555.00 3,330.00 0

1.6 M.R.Supply, installation, testing and commissioning ss orifice plates inpipelines to reduce pressure from 8 kg. to 3.5 kg/sq.cm. Each 8 8 1,366.00 10,928.00

1.7 M.R.

Providing, installing, testing & commisioning of fire brigade inletconnection (fire department connection) consisting of 4 Nos. 63 mm diainstantaneous inlet arranged on a 50 mm dia header, 1 No. 150 mmdiameter Butterfly valve, 1 No. 150mm dia. Non‐return valve and wallmounted box of M.S. construction with glass door to house the abovementioned components. Set 1 1 34,707.00 34,707.00

1.8 M.R.

Providing, installing, testing & commisioning of fire brigade draw outconnection (fire department connection) with suction pipe MS class 'C'100 mm dia. & 100 mm dia. foot valve & steel chain including wallmounted box M.S. construction with glass door to house the abovementioned componenets. Set 0 0 13,865.00 ‐

TOTAL C/F TO SUMMARY 514,698.00

(DSR‐2014)QUT

RATE Item NO


RS.)

TOTAL QUT.

S. NO.

DESCRIPTION UNIT

1.1

DSR ITEM NO 2.10

Excavating trenches of required width for pipes, cables, etc includingexcavation for sockets, and dressing of sides, ramming of bottoms,depth upto 1.5 m including getting out the excavated soil, and thenreturning the soil as required, in layers not exceeding 20 cm in depthincluding consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed, within a lead of 50 m:

2.10.1 All kinds of soil2.10.1.2

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Cum 45 45 208.30 9,373.50

1.2

DSR ITEM NO 4.5

Providing and fixing up to floor five level precast cement concrete stringor lacing courses, copings, bed plates, anchor blocks, plain window sills,shelves, louvers, steps, stair cases, etc. including hoisting and setting inposition with cement mortar 1:3 (1 Cement : 3 coarse sand), cost ofrequired centering, shuttering and finishing smooth with 6mm thickcement plaster 1:3 (1 Cement : 3 fine sand) on exposed surfacescomplete.

4.5.21:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mmnominal size). Cum 5 5 6,269.80 31,349.00

1.3DSR Item 18.34.1

Constructing masonary chamber 90 x 90 x100 cm. inside with 75 classdesignation brickwork in cement mortar 1:5 ( 1 cement : 5 fine sand) forsluice valve with CI surface box 100 mm top dia. 180 mm bottom dia.And 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominalsize) necessary excavation foundation concrete 1 :5 :10 (1 cement : 5fine sand : 10 graded stone aggregate 40 mm nominal size and insideplastering with 1:3 (1 cement : 3 coarse sand) 12 mm thick finished witha floating coat of neat cement complete as per standard design with FPSbricks Each 1 1 11,672.35 11,672.35

1.4 18.59

Providing and fixing C.I. double acting air valves of approved qualitywith bolts, nuts, rubber insertions etc. complete ( The tail pieces, tapersetc. if reqd. will be paid separately)

1.4.1 18.59.1 50 mm dia. Each 2 2 4,778.30 9,556.60

1.5

18.31 Providing & Fixing C.I.sluice valve(with cap) complete withbolts,nuts,rubber insertions etc.(the tail pieces if required will bepaid separately)

1.5.1 18.31.3 150 mm dia.pipe 1.5.1.1 18.31.3.2 Class II Each 1 1 23025.60 23,025.60

84,977.05


SUBHEAD‐I (B): PIPING FOR FIRE FIGHTING SYSTEM (AS PER DSR‐2014)

(DSR‐2014)QUT

RATE Item NO


RS.)

TOTAL QUT.

S. NO.

DESCRIPTION UNIT

2.1

Providing laying, testing & commissioning of “C” class heavy duty MSpipe conforming to IS 1239/3589 (all pipes shall be ISI marked and ofmakes specified in the specifications) i/c fittings like elbows, tees,flanges, tapers, nuts bolts, gaskets etc. in ground including excavation &providing cement concrete blocks as supports and anti‐corrosivetreatment to burried pipes by wrapping & coating with 4 mm thk. (OR 2COATS of 2mm thick tape) anticorrosion tape along with two coat ofblack japan primer for under‐ground pipe including digging andbackfilling upto 1.0 mtr. below from G.L.for external work as per IS‐909(Specification for Underground Fire Hydrant Make: Jindal Hissar/ Surya/Tata/ SAIL. (Under ground)

2.1.1 M.R. 150 nominal bore (class C) M 45 45 2,163.00 97,335.00 2.1.2 M.R. 100 nominal bore (class C) M 0 0 1,570.00 ‐

2.2Supply and installation of Butterfly Valves of rating PN 1.6 with matingflanges generally as specified all complete.

2.2.1 M.R. 150 nominal bore Each 0 0 7,272.00 ‐ 2.2.2 M.R. 100 nominal bore Each 1 1 5,207.00 5,207.00

2.3Providing and laying cast iron non‐return valve of rating PN 1.6 dule ISImarked with flanges generally as specified complete

2.3.1 M.R. 150 nominal bore Each 1 1 15,695.00 15,695.00 2.3.1 M.R. 100 nominal bore Each 0 0 10,024.00 ‐

2.4 M.R.Supply, installation testing & commissioning double flanged 'Y' strainerswith M.S. body and SS 40‐grade mesh strainer.150 nominal bore Each 0 0 11,368.00 ‐

2.5

Providing, laying, testing & commissioning of “C” class heavy duty MSpipe conforming to IS 3589 and 1239 (all pipes shall be ISI marked andshall be one of approved makes) including fittings like elbows, tees,flanges, tapers, nuts bolts, gaskets etc. fixing the pipe on the wall/ceilingwith suitable clamps and painting with two or more coats of syntheticenamel paint of required shade complete as per specificatipns and asrequired. (Above Ground)Note:

A Threaded joint upto 50mm diameter pipe.B Welded joint above 50mm diameter pipe.

2.5.1 M.R. 200 mm nominal bore (class C) Rm 0 0 4,523.00 ‐ 2.5.2 M.R. 150 mm nominal bore (class C) Rm 25 25 1,957.00 48,925.00 2.5.3 M.R. 100 mm nominal bore (class C) Rm 125 125 1,365.00 170,625.00 2.5.4 M.R. 80 mm nominal bore (class C) Rm 10 10 956.00 9,560.00 2.5.5 M.R. 65 mm nominal bore (class C) Rm 10 10 805.00 8,050.00 2.5.6 M.R. 50 mm nominal bore (class C) Rm 5 5 636.00 3,180.00 2.5.7 M.R. 40 mm nominal bore (class C) Rm 5 5 476.00 2,380.00 2.5.8 M.R. 32 mm nominal bore (class C) Rm 5 5 422.00 2,110.00 2.5.9 M.R. 25 mm nominal bore (class C) Rm 15 15 349.00 5,235.00


SUBHEAD‐II(B):PIPING FOR FIRE FIGHTING SYSTEM (NON SCHEDULED ITEMS)

(DSR‐2014)QUT

RATE Item NO


RS.)

TOTAL QUT.

S. NO.

DESCRIPTION UNIT

3.1 M.R.Providing, storing, handling, shifting, installation, testing andcommissioning of portable fire Extinguishers as described below:

3.1.1 M.R.4.5 kg carbon dioxide extinguisher, IS marked, with high pressuredischarge tube, horn, control valve, CCE approved cylinder Nos. 12 12 6,158.00 73,896.00

3.1.26 kg Mono Ammonium Phosphate (ABC) type cartridge operatedextinguishers Nos. 12 12 2,232.00 26,784.00 TOTAL C/F TO SUMMARY 100,680.00

SUBHEAD‐ III (B): FIRE EXTINGUSHER (NON SCHEDULED ITEMS)

(I) SUB HEAD:INTERNAL WIRING Rs. 1474524.00 0.00

(II) SUB HEAD:DISTRUBUTION BOARDS Rs. 101874.00 0.00

(III) SUB HEAD:WIRING FOR TELEPHONE/COMPUTER Rs. 16890.00 12000.00

(IV) SUB HEAD: LIGHT FIXTURES & FAN Rs. 61710.00 832343.42

(V) SUB HEAD: EARTHING Rs. 51038.00 0.00

(VI) SUB HEAD: LIGHTING CONDUCTOR Rs. 34370.00 0.00

(VII) SUB HEAD: EXTERNAL LIGHT Rs. 6648.00 228200.00

TOTAL 1747054.00 1072543.42GRAND TOTAL (SOR+NSR)

200SEATER HOSTEL BLOCK FOR GOVT. POYTECHNIC INSTITUTE

INTERNAL ELECTRICAL WORKS

SUMMARY OF COST

AT RANCHI, JHARKHAND

2819597.42

S.NO DESCRIPTION OF ITEM RS. AMOUNT SOR AMOUNT NSR

S.NO SOR

ITEM NO.DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT SOR AMOUNT NSR

SUB-HEAD I:- INTERNAL WIRING

All wiring Item including provision of conduit,conduit accsories, circuit wiring, switch, boxand all fitting completed as required.

1 1.3 Wiring for light point / fan point/ exhaust fan point/cell bell point with 1.5sq.mm FR PVC insulatedcopper conductor single core cable in surface/recessed PVC conduit, with modular type switch,modular plate,suitable size G.I box etc. asrequired.

1.3.1 a) Group A Point 850 466.00 396100.00

2 1.4 Wiring for twin control light point with 1.5 sq.mmFR PVC insulated copper conductor single corecable in surface /recessed PVC conduit, 2 waymodular type switch, modular plate,suitable sizeG.I box etc.as required. Point 7 700.00 4900.00

3 1.5 Wiring for light /power plug with 2x4 sq.mm FRPVC insulated copper conductor single core cablein surface /recessed PVC conduit along with 1 No4 sq.mm FR PVC insulated copper conductorsingle core cable for loop earthing as required.

Meter 1650 176.00 290400.00

4 1.6 Wiring for light / power plug with 4x4 sq.mm FRPVC insulated copper conductor single core cablein surface /reccessed PVC conduit along with 2Nos 4 sq.mm FR PVC insulated copper conductorsingle core cable for loop earthing as required.

Meter 60 280.00 16800.00

6 1.7 Wiring for circuit / submain wiring along with earthwire with the following sizes PVC insulated copperconductor, single core cable in surface/recessedPVC Conduit as required.

1.7.1 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire Meter 100 119.00 11900.001.7.2 2 x 2.5 sq.mm + 1 x 2.5 sq.mm earth wire Meter 1850 143.00 264550.001.7.3 2 x 4.0 sq.mm + 1 x 4.0 sq.mm earth wire Meter 100 175.00 17500.001.7.4 2 x 6.0 sq.mm + 1 x 6.0 sq.mm earth wire Meter 50 236.00 11800.001.7.11 4 x 10 sq.mm + 2 x 10 sq.mm earth wire Meter 100 597.00 59700.001.7.12 4 x 16 sq.mm + 2 x 16 sq.mm earth wire Meter 200 1,010.00 202000.00

7 (1.24) Supplying and fixing modular switch/ socket onthe existing modular plate & switch box including connections but excluding modular plate etc as required.

1.24.1 5/6 amps switch Each 246 87.00 21402.001.24.4 3 pin 5/6 amps socket outlet Each 246 111.00 27306.00

SCHEDULE OF QUANTITIES FOR INTERNAL INSTALLATION ELECTRICAL WORKFOR 200 SEATER HOSTEL BLOCK IN POLYTECHNIC INSTITUTE AT JHARKHAND

S.NO SOR ITEM NO.

DESCRIPTION OF ITEM UNIT QTY RATE AMOUNT SOR AMOUNT NSR

8 (1.27) Supplying and fixing of following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required.

1.27.2 4/5 Module Each 246 198.00 48708.00

9 1.31 Supplying and fixing suitable size GI box withmodular plate and cover in front on surface or inrecess including providing and fixing 3 pin 5/6amps modular socket outlet and 5/6 amps modulartype switch connection,painting etc as required.(forlight plugs to be used in non residential buildings).

Each 12 290.00 3480.00

10 1.32 Supplying and fixing suitable size GI box withmodular plate cover in front on surface or in recessincluding providing and fixing 6 pin,15/16 ampsmodular socket outlet and 15/16 amps modularswitch connection, painting etc as required.

Each 119 374.00 44506.00

11 1.38 Supplying and fixing call bell / buzzer suitable forD.C./A.C single phase,230 volts,complete asrequired. Each 2 47.00 94.00

12 1.21 Supplying and fixing of following sizes PVC conduitalong with acessories in surface / recess includingcutting the wall and making good the same in caseof recessed conduit as required.

1.21.2 25 mm Meter 300 70.00 21000.001.21.3 32 mm Meter 150 92.00 13800.001.21.4 40 mm Meter 50 115.00 5750.00

13 1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. Each 20 36.00 720.00

14 2.18 Supplying and fixing 20 amps 240 volts SPNindustrial type socket outlet, with 2 pole and earth,metal enclosed plug top along with 20 amps 'C'series, SP MCCB, in sheet steel enclosure, onsurface or in recess with chained metal cover forthe socket outlet and complete with connections,testing and commissioning etc as required.

Each 12 1,009.00 12108.00

TOTAL SUB HEAD I:- 1474524.00 0.00

S.NO SOR ITEM NO.


SUB-HEAD II:-DISTRIBUTION BOARD & PANELS

1 2.8 Supplying and fixing following way, single pole andneutral,sheet,MCB distribution board, 240 volts, onsurface /recess, complete with tinned copperbusbar, neutral busbar ,earth bar, din bardetachable gland plate, interconnections,phosphatized and powder painted includingearthing etc. as required. (But without MCB/RCCB / isolator)

2.8.7 4 way double door Each 1 885.00 885.00

2 2.9 Supplying and fixing following way, three pole andneutral,sheet,MCB distribution board, 415 volts, onsurface /recess, complete with tinned copperbusbar, neutral busbar ,earth bar, din bardetachable gland plate, interconnections,phosphatized and powder painted includingearthing etc. as required. (But without MCB/RCCB / isolator)

2.9.4 4 way (4 + 12), double door Each 2 2284.00 4568.002.9.6 8 way (4 + 24), double door Each 6 3014.00 18084.00

3 2.11 Supply and fixing 6 amps to 32 amps rating, 240volts, 'B' series,mainiature circuit breaker suitablefor lighting and other loads of following poles in theexisting MCB DB complete withconnections,testing and commisioning etc.asrequired.

2.11.1 a) Single pole Each 172 169.00 29068.00

4 2.15 Supplying and fixing following rating, four pole, 415volts, isolator in the existing MCB DB completewith connection, testing and commissioning etc. asrequired.

2.15.2 63 amps Each 8 720.00 5760.00

5 2.14 Supplying and fixing following rating, double pole,240 volts, isolator in the existing MCB DB completewith connection, testing and commissioning etc. asrequired.

2.14.1 40 amps Each 1 284.00 284.00

6 2.16 Supplying and fixing following rating, double pole,(single phase and neutral), 240 volts, residualcurrent circuit breaker (RCCB), having a sensitivitycurrent upto 300 milliamperes in the existing MCBDB complete with connections, testing andcommissioning etc. as required.

2.16.1 a) 16/25 amps Each 18 1757.00 31626.002.16.2 b) 40 amps Each 6 1929.00 11574.00

7 2.13 Supplying and fixing single pole blanking plate inexisting DB complete as required.

Each 5 5.00 25.00

TOTAL SUB HEAD II:- 101874.00

S.NO SOR ITEM NO.


SUB-HEAD III:- WIRING FOR TELEPHONE

1 1.21 Supplying and fixing of following sizes of PVCconduit along with acessories in surface / recessincluding painting in case of surface conduit orcutting the wall and making good the same in caseof recessed conduit as required.

a) 25 mm Meter 150 70.00 10500.00b) 32 mm Meter 50 92.00 4600.00

2 1.22 Supplying and fixing PVC/GI box of following sizeson surface or in recess with suitable size ofphenolic laminated sheet cover in front includingpainting etc as required.

1.22.1 a) 75 mm x 75 mm x 50 mm deep/ (4" x 4") Each 5 86.00 430.00

3 1.16 Supplying and drawing following pair, 0.5 sq.mmFR PVC insulated copper conductor, unarmouredtelephone cable in the existing surface/ recessedPVC conduit as required.

a) 1.16.2 2 Pair Meter 50 18.00 900.00

4 1.24 Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connection but excluding modular plate etc .as required.

1.24.6 a) Telephone socket outlet Each 5 92.00 460.00

5 (NS) Supplying and fixing 2 mm thick GI box with lockingwith gaskets hinged cover with necessary bridgewith suitable pairs tag blocks(Krone make) to berecessed in wall / surface with adequate knockouts for conduit / cables as required for terminatedsuitable sizes of cables.

a) 05 pairs Each 1 1000.00 1000.00

6 (NS) Supplying and fixing following modular switch/ socket on the existing modular plate and switch box including connections but excluding plate etc .as required.RJ 45 Socket (For Data) Each 5 450.00 2250.00

7 (NS) Providing and fixing of patch cords 1mtr length complete as required.

Each 5 350.00 1750.00

8 (NS) Supplying & laying CAT 6 for LAN wiring in PVCconduit / Floor Chanel complete as required.

Mtr 100 70.00 7000.00

TOTAL SUB HEAD III:- 16890.00 12000.00

S.NO SOR ITEM NO.


SUB-HEAD IV:- LIGHTING FIXTURE AND FANS

1 (NS) Supplying installation,testing & comisioning ofceiling fan, complete with blades with suitablelength of down rods shackle insulator earthingpoint including connection etc. as required. (MR)

a) 1200 mm sweep Each 174 1203.33 209379.42

2 (NS) Supplying installation,testing & commisioning offollowing type recessed/surface mountedfluorescent light fixture complete with electronicchoke earthing point and with TL-5 / CFL lampscomplete as required. (Make - HAVELLS / WIPRO/ BAJAJ))

a) 1x 28W T5 (4' Fixture) Each 284 900.00 255600.00b) 2 x 11 W CFL Each 96 1650.00 158400.00c) Bulk Head Each 10 350.00 3500.00d) 1x14W T5 (2' Fixture) Each 219 700.00 153300.00

3 (NS) Supplying installation, testing & commisioning of300 mm 1400 RPM exhaust fan complete withlouver and bird guard screen with 3 core flexiblewire as required. (MR)

Each 28 1530.00 42840.00JSR 1.4.8 b I.T.C Of exaust fan Each 28 333.00 9324.00

4 1.25 Supplying and fixing stepped type electronic fanregulator on the existing modular plate switch boxincluding connections but excluding modular plateetc.as required. Each 170 363.00 61710.00

TOTAL SUB HEAD IV:- 61710.00 832343.42

S.NO SOR ITEM NO.


SUB-HEAD V:- EARTHING

1 3.5 Earthing with GI earth plate 600 mm x 600 mm x6mm thick including accessories and providingmasonary enclosure with cover plate havinglocking arrangement and watering pipe etc asrequired. (but without charcoal or coke and salt).

Set 6 2369.00 14214.00

2 3.8 Extra for using salt and coke for GI or Copper plateearth electrode as required. Set 6 2729.00 16374.00

3 3.11 supplying and laying 25mm x 5mm GI Strip at 0.50metre below ground as strip earthelectrode,including soldering etc, as required.

Meter 100 62.00 6200.00

4 3.18 Providing and fixing 25mm x 5mm GI Strip onsurface or in recess for connections etc asrequired. Meter 150 95.00 14250.00

TOTAL SUB HEAD V:- 51038.00

S.NO SOR ITEM NO.


SUB-HEAD VI:- LIGHTING CONDUCTOR

1 4.1 Providing and fixing of lighting conductor finial, made of 25mm dia 300 mm long, copper tube, having single prong at top , with 85mm dia 3 mm thick copper base plate including holes etc. complete as required. Each 1 904.00 904.00

2 4.4 Reverting, sweating and soldering of copper / G.I tape (with another copper / G.I tape, base of the finial or any other metallic object) as required. Each 1 83.00 83.00

3 4.7 Providing and fixing G.I tape 20 mm X 3 mm on parapet or surface of wall for lighting conductor compete as required.(for horizontal run). Meter 350 42.00 14700.00

4 4.8 Providing and fixing G.I tape 20 mm X 3 mm on parapet or surface of wall for lighting conductor compete as required.(for vertical run). Meter 275 59.00 16225.00

5 4.12Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long. With 4 nos of tinned brass bolts, nuts, check nuts and spring washers etc. complete as required. Each 4 52.00 208.00

6 4.15 Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required. Meter 150 15.00 2250.00

TOTAL SUB HEAD VI:- 34370.00

S.NO SOR ITEM NO.


SUB HEAD VIII:- EXTERNAL LIGHT

1 (NS) Supplying and fixing in position hot dip galvanizedoctagonal pole 4 M long with latest amendmentcomplete with top section suitable with 1.5mtrsingle arm Bracket with 220x220x12mm MS baseplate including one coat of red oxide and two coatof aluminium paint and CKT marking as perdrawing and specification. the pole to be erectedon cement concrete foundation of 1:2:4 with collarincluding MCB & Busbar & excavatiom in all type ofsoil as required.

Each 10 12500 125000.00

2 (NS) Supplying & fixing in position 0.5 M long 50 mmclass - B GI pipe for mounting GATE lightluminaries Each 2 2100 4200.00

3 (NS) Supplying and fixing of intergrated Street Lightfitting with 70W SV lamp complete includingsupply, wiring and connection with 3x2.5sq.mm.PVC insulated stranded copper conductor and forearthing as required. Each 10 9500 95000.00

4 (NS) Supplying and laying of 8 SWG GI wire in groundpipe along with cable as required. Meter 200 20 4000.00

5 3.2 Earthing with 4.5M long 'B' class 40mm dia GI pipeincluding all accessories and providning coverplate complete with hinges locking arrangement atthe top with salt and charcoal etc. complete as perdrawing and specifications as required.

Each 2 3324 6648.00

TOTAL SUB HEAD VIII:- 6648.00 228200.00

PRICE BID FORMAT -...

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