Water Resources Department Tender
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Costs
EMD
₹ 40,486Document 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_446641_1Tender No
NIT No.14/2024-25/04Tender 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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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 at least 98 % of Standard Proctor's density
6583.95
41
269941.95
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Watering of earth including cost of carriage of water when source of water is(a)
upto 1 km lead
6583.95
11
73081.85
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m. and lift up to 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect (b) Hard/ Dense soil
182.99
93
17018.07
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m. and lift up to 1.5 m including dressing of excavated area and dewatering wherever required complete in all respect (c) Hard soil mixed Kankar/ boulders,Moorum
121.99
115
14028.85
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Providing and Laying in position of Cement concrete Nominal mix (1:4:8) 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 40 mm
24.5
4228
103586
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Random rubble stone masonry(using R.R stones where 75% stones to be not less than 15 cm in size in any direction and weighing nt less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.(c) In cement sand mortar 1:6
95.19
3623
344873.37
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Random rubble stone masonry(using R.R stones where 75% stones to be not less than 15 cm in size in any direction and weighing nt less than 23 kg.) for superstructure including curing with all leads of all construction materials including curing etc. complete.(c) In cement sand mortar 1:6
48.52
3813
185006.76
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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 (d)20 mm
4.87
5197
25309.39
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Supplying and laying quarry spalls properly graded but not more than 10 cm in size with spreading in required profile including all lead & lifts
11.1
679
7536.9
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Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts,and well finished surface
46.8
1116
52228.8
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R.R. stone pitching , hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of (c) 23 cm thickness (:+-5% thickness tolerance)
25.53
1464
37375.92
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Providing & laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joits (NP-3 300 mm) including labour charges
7.5
1191
8932.5
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Plaster in cement sand mortar (1:4) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials, of thickness 20 mm
84.34
276
23277.84
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