Water Resources Department Tender
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Costs
EMD
₹ 14,680Document Cost
₹ 1,000Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_WRDAS_445225_7Bid Award Id
ViewTender No
NIT 07/2024-25_MJSATender 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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Hard / dense soil
35.57
93
3308.01
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Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de- watering wherever required complete in all respect. Soft / Disintegrated rock
5.7
155
883.5
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Add extra over item No. 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required.
31.35
8
266.48
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Extra lead over item no 1 to 8 of excavated material.Beyond initial lead of 50 m & upto 250m.
48.81
9
463.7
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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. Deduct in item no 16 (a) to (d) above if Standard Procter's density to be achieved is at lesast 95%
365.1
114
41621.4
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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 95% of Standard Proctor's density.
365.1
38
13873.8
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Watering of earth including cost of carriage of water when source of water is up to 1 Km for per cum.
365.1
11
4052.61
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Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness
including loading and un-loading wherever required with cost of dewatering
wherever required complete in all respect.Not exceeding 15cm.
39.9
9
379.05
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Providing and laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction, and finishing with rendering in cement sand morter 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(d) 20 mm
11.05
4925
54421.25
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Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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;20mm
33.06
6020
199021.2
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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 ( 1cement : 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 (For mix design Cement content considered 420 kg/ cum of concrete)
6.75
6445
43503.75
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Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of dewatering wherever required.
116
20
2320
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Plaster in cement sand morter 1:4 including racking of joints ,smoothfinishing &curing etc. complete including all leads of all construction material of thickness 20mm
173
285
49305
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Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate up to 20mm including shuttering etc. with all leads of material complete in all respect in thickness of 50mm
31.3
320
10016
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Drilling holes of 35 mm diameter for anchor rods. Up to 1.50 mtr. Depth
14
130
1820
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
59.18
78
4616.04
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Side shuttering including propping etc. complete(to achieve finish F2 for: Block joints of foundation stilling basins buckets, aprons etc. (non-suspended horizontaly laid mass concrere)
5.57
160
891.2
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Side shuttering including propping etc. complete(to achieve finish F2 for: Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
97
220
21340
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Labour charges including watering for puddle work to obtain minimum dry density as 90% of MDD
39.9
96
3830.4
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Random rubble stone masonary (using R.R. stone where 75% stones to be not less then 15cm in size in any direction and weighting not less then 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete.. In cement sand mortar 1:6
22.68
3918
88860.24
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Random rubble stone masonary (using R.R. stone where 75% stones to be not less then 15cm in size in any direction and weighting not less then 23 kg.) for foundation including curing all leads of all construction materials including curing etc. complete.. In cement sand mortar 1:6 Add extra over item no. 1 to 7 for Masonry work in superstructure
44.61
4108
183257.88
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