Water Resources Department Tender
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Costs
EMD
₹ 2,95,560Document Cost
₹ 5,000Tender Fee
₹ 2,000
Summary
Construction Of Interlocking Road And Cc Road At Rehabilitation Colony Misroli In Tehsil Aklera Under Parwan Major Multipurpose Irrigation Project Jhalawar
Description
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Contact
Tender Id
2025_WRDAS_453869_1Tender No
NIT No.02/2024-25_WR Kalisindh_JwrTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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BOQ Items
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Watering of earth including cost of carriage of water when source of water is up to 1 Km
7307.19
12
92070.59
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Compaction of earth for high 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. (i) at least 95% of Standard Proctor's density
7307.19
39
284980.41
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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.
4928.2
147
724445.4
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Providing, laying and spreading of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. Grading-I
550
719
395450
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Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.
1052.07
3072
3231959.04
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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.Using Cement concrete M-30 pavement Grade
550
6046
3325300
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Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving - specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Category 'C' not denated on any it's face like Hexagon, Rectangular, square shape as per IRC SP 63:2004
4155
779
3236745
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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 20MM
263.44
5703
1502398.32
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Side shuttering including propping etc. complete (to achieve finish F 2 for : (a) Block joints of foundation stilling basins buckets, aprons etc. (non - suspended horizontally laid mass concrete)
992.8
160
158848
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Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including the effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur etc. complete in all respect as per specificationsSize 1.00 M x 1.00 M
24
19044
457056
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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.Tor or ribbed bars (IS :1786-1985)
1281.6
89
114062.4
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