Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Dec 2024
Closing Soon7 Jan 2025
Tender Amount₹ 1,36,00,000 
Notes
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Costs

Description

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

135.62

3400

461108

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Providing concrete for plane / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of M10

38.39

7600

291764

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Providing concrete for plane / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of M20

53.23

8700

463101

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-20

142.74

9200

1313208

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Providing concrete for plane / reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803and1202,1203 of MoRD RCC grade M-25.

60.27

9150

551470.5

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Providing concrete for plane / reinforced concrete in Sub structure complete as per drawing and technical specification clause 802,804,805,806,807and1202,1204 of MoRD RCC grade M-25.

80.02

9700

776194

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800,1205.4and1205.5 of MoRD RCC grade M-25.

95.45

10500

1002225

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Supplying, fitting and placing HYSD bar reinforcement complete in foundation as per drawing and technical specification clauses 1000 and 1202 .

25.14

81400

2046396

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Supplying, fitting and placing HYSD bar reinforcement complete in sub structure as per drawing and technical specification clauses 1002,1005,1010 and 1202 .

21.86

81600

1783776

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Supplying, fitting and placing HYSD bar reinforcement complete in super structure as per drawing and technical specification clauses 1002,1010 and 1202 .

9.37

83500

782395

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Drainage Spouts complete as per drawing and Technical specification

12

850

10200

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Providing weep holes in Brick Masonary/plain/Reinforced concrete abutment,wing wall return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V:20 H towards drawing foce. complete as per drawings and Technical Specifications

200

200

40000

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Providing and laying Cement Concrete, in wearing course M-30 grade including Reinforcement complete as per Drawing and technical specification clauses800, &1206.3 of MoRD .

9.45

8200

77490

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Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .

3000

1

5700

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Construction of embankment with material obtain from barrow pit with alift upto 1.5 meter transporting to site spreading,grading to required slope and compacting to meet requirement of table 300.1 &300.2 with lead upto 1000m as per technical specification clause301.5.

6000

105

630000

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Providing, laying and spreading Material on a prepared sub grade, adding cement @ 2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.

77

3850

296450

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Providing, laying and spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

98

4250

416500

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Providing and applying tack coat with BitumenVG-10 using bitumen distributor at the rate of 0.35 kg. per Sqm on the prepared old nonbituminous surfaces treated with Hydraulic broom as per Technical Specification Clause 503 also including cost of emulsion, labour T&P etc. required for proper completion of the work as per direction by Engineer In charge.

700

18

12600

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compesed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be following by Seal Coat of either Type-C as per Technical Specification Clause 508 Mord (including bitumen VG-10)

700

175

122500

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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Mord(including bitumen VG-10)

700

60

42000

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Construction of subgrade earthen shoulder approved material obtained from borrow pits with all lifts lead transportaing to site spreading grading required slop and compacted to meet requirment of table 300.2 with lead up to 1000 mtr as per techanical specification

203.04

75

15228

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Providing and laying boulders apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fregment weighing not less than 25 kg , laid dry complete as per drawing and Technical specification. Clause 1301

81

3150

255150

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Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specification. Clause 1302

208

3950

821600

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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811

80

3107

248560

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Providing and laying reinforced cement concrete pipe NP3 for culvert on first class beeading of granular material including fixing with cement mortar 1:2 but excluding excavation ,protection works, backfilling ,concrete and masonry works in lead in head wall and parapets clause 1106 .1000 mm dia

30

5750

172500

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Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

250

600

150000



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