Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date6 Oct 2022
Closing Date1 Nov 2022
Tender Amount₹ 2,68,50,000
Costs
EMD
₹ 5,37,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_299742_1Bid Award Id
ViewTender No
NIT 03/2022-23_EE SWM_BA_BalerTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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9.7 Providing and Laying in position of Cement concrete Nominal mix (1:2;4) including leads of all construction materials, curing, compaction and finishing with rendring in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm
319.2
-
5566
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9.11 Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respec
1442.28
-
4998
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9.2 Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plastizers (if required), curing, compaction and finishing with rendring in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and mak
310.75
-
6221
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9.3 Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plastizers (if required), curing, compaction and finishing with rendring in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and mak
643.38
-
6485
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10.01.3 Retaining wall, counter fort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
1932.82
-
220
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10.01.4 Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.etc.
247.04
-
340
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10.01 Side shuttering including propping etc. complete (to achieve finish F 2 for : 10.01.1 Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)
691.2
-
160
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10.07.2 Supply and fixing 6 mm thick rubber water seal of approved quality in construction/contraction joints as per drawing complete in all respect. 10.07.2.2 305 mm wide
9.7
-
675
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10.09.2 Supplying of M.S. reionforcement 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. 10.09.2.2 Tor or ribbed bars (IS :1786-1985)
52585.34
-
95
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10.010 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. 10.010.1 In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid
310.75
-
140
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10.010 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. 10.010.2 Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, g
643.38
-
200
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5.30 Supplying and laying sand of grade as per design requirement in required profile including all lead and lifts.
This item is to be used only for laying filter / inverted filter
63.8
-
1620
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5.31 Supplying and laying aggregate in layers and profile as specified including all leads and lifts. This item is to be used only for laying filter / inverted filter 5.31.2 Broken ballast 20 to 40 mm size
63.8
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1120
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5.31 Supplying and laying aggregate in layers and profile as specified including all leads and lifts. This item is to be used only for laying filter / inverted filter 5.31.1 Broken ballast 40 to 80 mm size
63.8
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1029
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18.14 Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter.
690
-
389
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18.15 Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects.
405
-
1090
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16.24 Geological investigation (where directed) Checking of retrogression below spill arrangement and suggesting remedial measures for control of excessive seepage from foundation or body of the dam by the Geological expert having experience more than 1
12
-
5300
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