Water Resources Department Tender
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Costs
EMD
₹ 44,640Document 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
2024_WRDAS_416758_9Bid Award Id
ViewTender No
NIT 04/2024-25_Ajmer IITender 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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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 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
39.79
202650
5093
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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 not less than 23 kg.) including curing all leads of all construction materials including curing etc. complete in 1:5 cement mortar For Foundation
94.35
412969
4377
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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 not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete.1:5 For Superstructure
112.86
517914
4589
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Plaster in cement sand mortar 1: 4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials complete ; of thickness 20 mm.
170.75
53615
314
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Providing and Laying Cement concrete coping in (1 : 2 : 4) with maximum size of crusher broken aggregate up to :20mm inluding shuttering etc. with all leads of materials complete in all respect of thickness of 75 mm .
26.15
12552
480
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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
123.7
753456
6091
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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 rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
123.7
17318
140
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Drilling holes of 35 mm diameter for anchor rods. i) Upto 1.50 m. depth
33.75
4353
129
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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
75
18375
245
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
106.52
7669
72
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Side shuttering etc complete Including propping Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
256.26
56377
220
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Supply 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)
1128.68
100452
89
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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. Earth / Soil
241.08
21938
91
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