Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Feb 2025
Closing Date14 Feb 2025
Tender Amount₹ 7,05,000 
Notes
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Costs

Summary

Repair To Bridge Over Kusangi Nallah At 5th Km On Hirapur Keutipali Road

Description

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BOQ Items

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Cleaning the existing granular base/B.T. surface including removal of binding materials and other foreign materials with wire brushes etc. complete

1454

22

32409.66

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Providing & laying , spreading and compacting stone agregates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing rolling with three whelled roller 80/100kn static Roller capacity in stages to proper camber grade ,applying & brooming crushable screeningsand binding materials to fill-up the intersticesof coarse agregate watering and compacting to required density gradding -II/III as per specification clause-405 of MoSR&H specification for road and bridge works ( 4 th revision) and as per the direction of EIC.

17.83

2537

45240.59

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Providing applying primer coat with bitumen emulsion (SS-I) over prepared surface of granular base including clearing road surface and spraying primer at the rate of 0.6 kg / sqm by mechanical means per clause 502 of MoSRT&H specification for road and bridge works(4 th Revision)

237.7

38

9037.35

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Providing and applying Tack Coat with Bitumen Emulsion RS using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

1691.7

13

22601.11

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Labour for laying 20 mm thick Pre mix carpet using 0.27 cum. Of 13.2 mm to 5.6 mm size cbhg stone chips and 14.6 penetration grade of Bitumen for 10 sqm includinghand packing to proper camber and consolidation with PRR including hire and running charges of PRR hot mix plant bitumen boilers, and all other T & P articles including cost and conveyance fo chips and bitumen etc. as per direction of Engineer in charge.

1691.7

198

334948.14

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Labour for laying seal coating with H.G. stone screening and 6.8 kg per 10 sqm. of bitumen including conveying, chips from stacks with all lead and lift including hire and running charges of PRR etc. complete as per the direction of EIC.

1691.7

83

141470.1

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Earth work excavation in hard soil or gravelly soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the E-I-C.

3

270

812.7

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Cement Concrete(1:2:4) using 12mm.size C.B. chips including all cost etc complete

3

7191

21574.53

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Construction of embankment with materials obtained from borrowpits with all lead spreading , grading to required slope and compacting to meet the required table 300-2

45.48

261

11874.83



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