Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date26 Apr 2021
Closing Date18 May 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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II) 3 m to 6 m depth

99.5

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393.7

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Excavation for Structures A)Without dewatering. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.Ordinary SoilUpto 3 m depth3 m to 6 m depth II) Oridinary rock (not requiring blasting)

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I) Upto 3 m depth

99.5

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358.8

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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete

15.42

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887.5

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Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size)

5.3

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8686.1

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars

2344.45

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78.2

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size

10.5

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10737.8

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement In plinth and skirting courses, fillets, columns, pillars, posts and struts Column 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size

13.76

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9039.5

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Centering shuttering including struttings, propping etc. and removal of form work for: Foundations, footings, bases for columns.

6.9

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238.6

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Retaining walls, return walls, walls (any thickness) including attached pilasters, but-tresses plinth and string courses fillets etc.

3.6

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308.4

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Columns, piers, abutments, pillaras, posts and struts

9.8

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391

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First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:3 ( 1 cement : 3 fine sand ).

7.16

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12247.11

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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete: Iii. In Cement mortar 1:3 ( 1 cement : 3 fine sand )

2.42

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1217.5

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12 mm cement plaster of mix In cement mortar 1 : 3 ( 1 cement : 3 fine sand )

135.61

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190

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Neat cement punning

135.61

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45.1

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Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8.

11.78

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4198.2

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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7.

54

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257.3

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Backfilling behind abutment, wing wall & return wall complete as per drawings & MoRD technical specification Clause 1204.3.8..i) sandy material

58.88

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786.6

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Pumping out water by Diesel engine pump as per specification and the direction of the Engineer - in-charge.

4

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588.3

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Providing & lowering of submerssible pump of 45 Mtr head with suitable Single phase submerssible motor in/c additional 32 mtr. submersible 3 core coper flat cable (2.5mm2 size) along with 40mm GI pipe (medium class) both end welded with 8 mm thick G.I. flange (miximum length of each column pipe is 3 mtr and total 21 mtr long column assembly) in/c. fitting fixing of necessary rubber insertion, 900 G.I. single end flange bend, GI flange short piece, G.I. tailpiece and 100mmx 40 mm G.I. reduing socket, 100 mm dia C.I. non-return Valve etc. complete in respect as per direction of the Engineer-in-charge.

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a) 1000 GPH capacity submersible pump with 1 HP submersible Motor

1

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14766

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Supplying & fitting fixing of single phase motor starter unit (with 2 pole contactor, overload relay, volt meter & amps meter), 32 amps main switch (220 volt ) of Havels/ BCH/L7T make in KIOSK in/c necessary electric wiring and G.I. pipe earthing etc. complete as per direction of the Engineer in Charge

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For 2 Hp Submersible motor

1

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6365

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Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge.

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i) 15 mm dia. nominal bore

12

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197.5

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v) 40 mm dia. nominal bore

24

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432.5

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Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge.

-

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ii)40 mm dia

2

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281.8

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Providing and fitting fixing of brass fullway valve with handle in the GI pipe line including cutting, threading etc. complete as per CPWD specification and direction of the Engineer - in - charge.

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ii)50 mm dia

2

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880.5

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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge.

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50 mm nominal bore

1

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2888.8

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Providing and fitting fixing with PVC insulated 3 core flat Copper cable conforming to relevant IS code for submerssible motor with all necessary equipments and fittings as required as per specification and direction of the Engineer-in-charge.

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2.5 0 sqmm

90

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137.5



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