Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Aug 2024
Closing Date27 Aug 2024
Tender Amount₹ 35,95,508
Costs
EMD
₹ 36,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEBML_104254_2Tender No
Bid Identification No. 03/2024-25 of S.E. S.I. Division No.II, DeuliTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://www.dowrodisha.gov.in/
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Documents
BOQ Items
Providing , laying , spreading and compacting stone aggregates of size 90mm to 45mm as GRADING I on service road @ 1.21 cum per 10 sqm for a compacted average thickness of 100mm to water bound mechadam specification including spreading in uniform thickness , hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming with good quality graded moorum @ 0.30 cum per 10 sqm to fill the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT&H specifications for road & bridge works with all other labour charges ,hire charges of machinaries etc. including cost, conveyance, royalty, all labour charges complete as per direction of Engineer-in-charge.
258.75
954140
3687.5
Providing , laying , spreading and compacting stone aggregates of size 53mm to 22.4mm as GRADING III on service road @ 0.91cum per 10 sqm for a compacted average thickness of 75mm to water bound mechadam specification including spreading in uniform thickness , hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming with good quality graded moorum @ 0.22cum per 10 sqm to fill the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT&H specifications for Road & Bridge Works with all other labour charges ,hire charges of machinaries etc. including cost, conveyance, royalty, all labour charges complete as per direction of Engineer-in-charge.
194.06
757253
3902.1
Earthwork excavation in foundation by mechanical means in all kinds of soil including disintegrated rock of all kinds including soft rock not requiring blasting interspread with boulder upto 1/2 cum volume including trimming the slopes and bed to proper profile and transporting useful excavated materials by mechanical means as required with all leads, lifts, delifts, loading and unloading with all incidental charges to complete the item of work as per design, drawing, specification and direction of the Engineer-in-charge.
49.21
4837
98.3
Supplying and filling foundation trenches & plinth with river sand well watered and rammed with all leads and lifts including cost, carriage, royalty, tools and plants, labour, labour cess required for the work with all incidental charges to complete the item of work as per the direction of Engineer-in-Charge.
6.57
8519
1297
Providing and laying plain cement concrete M15 A40 (1:2:4) in foundation and plinth using 40mm size downgraded hard granite crusher broken stone aggregates from approved quarry, free from weathered skin, surface dust and any other deleterious materials, cement of approved brand including supply of clean sharp river sand of approved quality, levelling and ramming with all leads, lifts & delifts including cost, carriage, screening and washing of all materials, mixing and vibrating by mechanical means including all tools and plants, curing with all incidental charges, taxes, royalty, labour cess to complete the item of work as per direction of the Engineer-in-Charge.
79.29
491352
6196.9
Labour for laying and fixing 0.600m dia. RCC humpe pipes of NP-3 Class in position with jointing collar in rich cement mortar including cost, conveyance , roalty etc. of pipes complete with all leads , lift and delifts as per the direction of the Engineer - in Charge.
30
93111
3103.7
Rigid smooth centering and shuttering for concrete works including false works and dismantling then after casting including cost, carriage, royalty complete in ground floor and as per the direction of Engineer-in-charge. (i) In RCC foundation, plinth band, footing base of columns, precast slabs -
242.98
60235
247.9
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