Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date10 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 46,86,043 
Notes
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Costs

Summary

Construction Of Steel Way Bridge, Laying Of Raw Water Pipe Line In/c Other Allied Works At Intake Well Of 1.00 Mgd Swtp At Belonia Over Muhuri River Within The Jurisdiction Of Dws Sub-division Belonia During The Year 2024-25.

Description

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BOQ Items

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Levelling Course for Pile cap Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. (including centering, shuttering, staging etc. but excluding reinforcement ) Case - I : Using Concrete Mixer

1.57

15123

9632.8

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Reinforced cement concrete in pile cap complete as per drawings & MoRT&H technical specificationsClauses 1100, 1500, 1700. (including centering shuttering, staging etc. but excluding reinforcement) i) RCC Grade M 25 Case - I : Using Concrete Mixer

23.1

262418

11360.1

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: i) 1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

1

14076

14075.6

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Pile load test on single vertical pile in accordance with IS : 2911 (Part - IV)

-

-

-

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a. Initial and routine load test

100

90000

900

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b. Lateral load test

50

725000

14500

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.

3.8

346715

91240.9

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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: i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 40 mm nominal size)

1.85

18961

10249.1

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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement) i. RCC M 25 Grade a. upto 5 m height Case - I : Using Concrete Mixer

9.95

122385

12300

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Centering shuttering including struttings, propping etc. and removal of form work for: i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank

3

1173

391

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Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.

9500

1041200

109.6

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. i) Hot finished welded type tubes

550

80410

146.2

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Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc. complete as per direction of Engineer-in-charge. i) 0.63mm thick with zinc coating not less than 275gm/m2

15

18081

1205.4

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture

336

51878

154.4

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Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms depth upto1500mm including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers,not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per direction of the Engineer-in- Charge . A. For G.I. / C.I. / D.I. pipes in new work a. In all kinds of soil i) For pipes exceeding 90 mm dia but not exceeding 300 mm dia

20

2676

133.8

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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-9 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge.

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-

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i) 250 mm dia Ductile Iron Class K-9 pipes.

60

302196

5036.6

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ii) 400 mm dia Ductile Iron Class K-9 pipes.

10

92483

9248.3

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Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. A. D.I. all socketted Bend 90 degree

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-

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i) 400 mm dia

2

53898

26949.2

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ii) 250 mm dia.

2

17430

8714.8

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required i) Using flats 30x6mm for diagonal braces and central cross piece.

7.2

32302

4486.4

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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. i) Fixed to steel windows by welding.

32.4

5233

161.5

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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

25.2

40121

1592.1

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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.

6.3

30438

4831.5

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First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand )

1.93

19001

9845.2

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First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

1.07

12209

11410.19

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Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete.

1.07

556

519.8

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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

15

19677

1311.8

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Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

28.5

43705

1533.5

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Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. i) 40 mm thick

20

12286

614.3

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12 mm cement plaster of mix. i) In cement mortar 1:4 (1 cement : 4 fine sand)

75

16815

224.2

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15 mm cement plaster on the rough side of single or half brick wall of mix i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

75

19545

260.6

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Neat cement punning.

100

5680

56.8

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Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of est Certificate issued by the Manufacturer]

150

14235

94.9

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Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 3.84 kg/10 sqm)

150

11745

78.3

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Brick soling ii) Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

140

81074

579.1

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Brick soling iii) Brick edging laid in full brick width Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.

100

25236

252.36

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Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre : i) 250 mm diameter C.I. Pipe

40

19092

477.3

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Dismantling steel work in built up section in channels, angles, tees, flats including all gusset plates, bolts, nuts, cutting ivets, welding including dismembering and stacking of serviceable materials and unserviceable materials separately with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer- in-charge.

7000

21700

3.1

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Boulder Apron Laid in Wire Crates Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100 mm x 100 mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each as per drawing and MoRT&H Technical specifications clause 2503.

10

67054

6705.4



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