Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date30 Oct 2024
Closing Date17 Jan 2025
Tender Amount₹ 1,49,00,000 
Notes
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Description

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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08

395.15

9600

3793440

... More
Supplying, fitting and placing HYSD bar reinforcement in super structure complete as per drawing and MORT&H Specification.

30.54

78000

2382120

... More
Providing weep holes in 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 face. Complete as per drawing and technical MORT&H Specification .

36

110

3960

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger.

27.18

2950

80181

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Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

644.05

7350

4733767.5

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Providing and laying and spreading material 22.4-53 mm size suktut aggregate of filter media, back side of abutment, including all taxes as per technical MORT&H Specification .

86.25

3750

323437.5

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Struck cement pointing with 1:2 cement & Fine sand mortar as per S.I.No. 574.

55.08

185

10189.8

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

5493.02

121

664655.42

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Construction of granular sub-base by providing close 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 rollar to achieve the desired density , complete as per clause 401

238.44

3050

727242

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Providng & laying , spreading and compacting stone aggregates of specific sizes (45-63mm S.S.B.) to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth roller 80-100 KN in stage to proper grade and camber , applying and brooming , crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the require density grading 2 as per Technical Specification Clause 405.

86.25

3650

314812.5

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Providng & laying , spreading and compacting stone aggregates of specific sizes (22.4-53 mm S.S.B) .to water bound macadam specification including spreading in uniform thickness , hand packing , rolling with smooth roller 80-100 KN in stage to proper grade and camber , applying and brooming , crushable screening to fill-up the interstices of coarse aggregate , watering and compacting to the require density grading 3 as per Technical Specification Clause 405..

86.25

3800

327750

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Brick edging on both side of the road with 1st class bricks laid on edge with mud mortar including Cost of all labour materials T&P etc . Complete.

0.13

78000

10140

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Providing and applying primer coat with bitumen slow setting emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per technical specification clasue 502.

650

38

24700

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Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg. Per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clasue 503.

650

14

9100

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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm. to 11.2 mm aggregates either using penetration grade bitumen or emulsion to required line. Grade and level to serve as wearing coarse on a perviously prepared base, including mixing in suitable plant , laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clasue 508.

650

188

122200

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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 B seal coat as per Technical Spefification Clause -510.

650

56

36400

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Construction of Patari with approved material obtained from R.O.W lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of 95% of proctor density as per S.I. No 305(3.16)

126.02

115

14492.3



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