Water Resources Department Tender
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Costs
EMD
₹ 3,44,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_WRDAS_244142_1Bid Award Id
ViewTender No
NIT No. 03 2021-22 of RPS and JS Dam Circle KotaTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift upto1.5m including dressing of excavated area and dewatering wherever required complete in all respect (c) Hard soil mixed with Kankar / boulders, Morrum Add extra for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part thereof including loading and un- loading wherever required(Lift=10.65mtr extra)
3820.25
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143.8
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Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar1:3(1cement:3coarse sand)and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size up to (For mix design Cement content considered 320 kg/ cum of concrete) (d) 20mm
187.65
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4623
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Side shuttering including propping etc. complete (to achieve finish F2 for :(a) Block joints of foundation stilling basins buckets, aprons etc.(non-suspended horizontally laid mass concrete)
501.2
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127
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Retaining wall, counter fort, abutment, wing walls upstream or down-stream slope facings of dams and open faces of construction joints etc.
3968.88
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173
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Add extra for centering and shuttering for each additional 1m height or part thereof above initial height of 5.0 m from base/floor level.(additional height 8.20 mtr)
927.12
-
320.6
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Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using.
155727.92
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72
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Providing and Laying in position of Cement concrete Design mix M-30 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar1:3 (1cement:3coarse sand)and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size up to (For mix design Cement content considered 428 kg/ cum of concrete) (d) 20mm & computer is edmobile transit mixer (i.e Flori) is used.
2077.2
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5689
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retainingwalls, piers, abutments, galleries, archcovers, bed plates, sluice capstan bases etc.
2077.2
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175
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Earth work in rough (borrow area)excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20cm layers (before compaction)and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller within itial lead of 250m and lift up to1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.(a) Extra charges for lead beyond 250m and upto 750m (for average ½ km)+(b)Add extra for each subsequant lead of 500m or part thereof beyend 1/2 km and upto 1.75 km
40607.1
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105.6
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Compaction of earth or highly weathered strata (a) By manually or plain roller. (density 90% of Proctor)
40607.1
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20
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Watering of earth including cost of carriage of water when source of water is (a) up to 1 Km
40607.1
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9.1
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Refilling the excavated earth (excluding rock)in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever required.
6907.62
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65
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Supplying and laying quarry spalls properly graded but not more than10cm in size with spreading in required profile including all leads & lifts
1332.06
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619
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Rip rap stone laying in required profile properly hand packed using stone of specified size including all leads & lifts© 23 cm thickness(+/- 5% thickness tolerence)
1142.04
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1311
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