Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Jan 2025
Closing Date13 Jan 2025
Tender Amount₹ 45,00,000 
Notes
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Costs

Description

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Providing and laying cement concrete 1:4:8 of not less than strength of M150 stone ballast (40 mm norimal size) to approved coarse sand 1cement and curing complete including cost of form work in foundation and floors. as per SI. No. 281 and as per detailed P.W.D. specification and including supply of all material labour T&P etc. and as per direction of E/I for proper completion of work S.I-281

10.5

6300

66150

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Cement concrete for plain concrete PCC M-15 (1:2:4) grade in open foundation complete as per drawing and technical sperificateions SI No. 279b

10.35

7800

80730

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Plain/Reinforceed cement concrete in open foundation concrete as per drawing and rechnical specifications RCC grade M 25 (Raft)

74.2

9800

727160

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RCC M-25 Grade in slab and bed block in super structer as per drawing and rechnical specifications RCC grade M 25 .

110

11300

1243000

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M-150 Brick work 1:3 for making abutment, wingwall, parapet walls of culvert in one cement and Thee parts coarse sand including supply of all material labour, tool plant etc. required for proper completion of the work.

22.4

7250

162400

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Providing weep holes in Brick masonry/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 :20H towards drawing foce. Complete as per drawing and Technical Specifications

26

245

6370

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Supplying fitting and placing un- conted Mild steel renforcement complete as per drawing and technical specification S.L. No. 504

181

7500

1357500

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Back Filling behind abutment wing wall and retaining wall complete as per drawing and technical specification clause 1204.3.8 of MORD specification

83

3800

315400

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Providing and laying bolder pitching for approns including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

56

3900

218400

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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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

21

3400

71400

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.

12

4100

49200

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

12

4300

51600

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Providing and applying primer coat with emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

161.3

40

6452

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Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

161.3

14

2258.2

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed 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 followed by seal coat of either Type A as per Technical Specification Clause 508.

161.3

195

31453.5

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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

161.3

70

11291

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Brick edging on both sides of roads of 1st class bricks 8cm (3") wide & 12 cm (4.50") deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated earth including all labour T & P sudries required for completion of work with material.

0.03

81000

2430

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Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20'') in depth and earthwork in embankment to be 20 cm (8'') layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty.

35.5

110

3905



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