Water Resources Department Tender
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Costs
EMD
₹ 12,04,912Document Cost
₹ 10,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2024_WRDAS_437681_2Tender No
ACE NIT 08/2024-25_Jatnagla_WaijattTender 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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Extra for lead beyond 250 m and up to 750 m (for avarage 1/2 km
15004.1
18
273824.83
... More
Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering 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
-
-
-
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20 mm
594.63
5648
3358470.24
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40 mm
713.86
5615
4008323.9
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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 respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface. PCC Nominal Mix 1:2:4 with plum, (a) Max size of Aggregate 40 mm,
1287
5197
6688539
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Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering 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 (For mix design Cement content considered 400 kg/ cum of concrete)
-
-
-
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upto 20mm
599.4
6288
3769027.2
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upto 40mm
128.25
6257
802460.25
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Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering 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 20mm (For mix design Cement content considered 420 kg/ cum of concrete)
1976.82
6548
12944217.36
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Add extra with the permission of Superintending Engineer, 1. Rs 260.00 per cum of concrete if computerised password protected composite weight-batching and mixing plant with suitable green concrete transportation mechanism or transit mixer is used
5327.32
260
1385103.2
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Side shuttering including propping etc. complete (to achieve finish F 2 for Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
3782.48
220
832145.6
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Side shuttering including propping etc. complete (to achieve finish F 2 for : for curved edges or sides of special shapes like baffle or chute blocks end sills, projected copings, extended sills, curved surfaces arches, circular duct etc.
2180.33
340
741312.2
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Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)
1202.51
160
192401.6
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Supplying & fixing 6 mm thick rubber water seal of approved quality in construction/ contraction joints as per drawing complete in all respect. 305 MM wide
32.5
675
21937.5
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Re-handling of excavated material including loading, unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect. Earth/ Soil
1516.62
88
133462.56
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Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller/vibro compactor / vibro sheep foot compactor required as per site condition to obtain dry density of. (ii) at least 98% of Standard Proctor's density Cum
3000.62
42
126026.04
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Watering of earth including cost of carriage of water when source of water is up to 1 Km
3000.62
12
37807.81
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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. Tor or ribbed bars (IS:1786-1985)
176846.87
89
15739371.43
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.In foundation raft, beams, columns bases, stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
2005.84
140
280817.6
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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, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
639.09
200
127818
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Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.This item is to be used only for laying filter / inverted filter
116.11
1799
208881.89
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supplying and laying aggregate in layers and profile as specified including all leads & lifts . This item is to be used only for laying filter / inverted filter .Broken ballast 20 to 40 mm size .
117.38
1174
137804.12
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supplying and laying aggregate in layers and profile as specified including all leads & lifts . This item is to be used only for laying filter / inverted filter .Broken ballast 40 to 80 mm size .
117.38
1047
122896.86
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Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts 23 cm thickness (+_ 5% thickness tollerance)
92
1712
157504
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Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
40
815
32600
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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.
1350
389
525150
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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.
810
1090
882900
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Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect. Add extra for each subsequent lead of 500m or part, there of beyond ½ Km and up to 5 km ( source available at 3.25 km)
2044
181
370475
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
9895.77
72
712495.44
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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
1710
245
418950
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Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping. 250 mm nominal bore
182
1597
290654
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Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness Diameter 900 mm
28.26
766
21647.16
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Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985. 250mm nominal bore
182
3126
568932
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