Water Resources Department Tender
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Costs
EMD
₹ 3,41,000Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_WRDAS_335771_3Bid Award Id
ViewTender No
NIT No.01/2023-24_WR_Kalisindh_JWRTender 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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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, if standard proctor's density to be achieved is at least 95%
7048.08
870437
123.5
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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 Qty for Lead Upto 1.0 KM (rate= 8.75)
7048.08
61670
8.75
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Watering of earth including cost of carriage of water when source of water is up to 1 Km
7048.08
78233
11.1
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Compection of earth ro highly weathered starta 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
7048.08
267827
38
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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.
7601.1
1018547
134
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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 40 MM
965.91
4805402
4975
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Providing and fixing of precast concrete interlocking blocks of 80mm thick (M-30 Grade) manufactured from fully computerized automatic stationery hydraulic vibto perssed machine & full computerized automatic batching plant of class A-I as per BS: 6717-2001. The CC interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compected sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable Material with all leads & lifts and stacking of serviceable Material complete job is to be executed as per the instructions of Engineer-in- charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks:
5675
3166650
558
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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; (d) 20mm
708.87
4345373
6130
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Add extra with the permission of Superintending Engineer, 2. Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used
1674.78
293086
175
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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
2507.43
564171
225
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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 joints. NP-3 300 mm dia
45.75
48449
1059
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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 joints. NP-3 150 mm dia
150
69750
465
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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 joints. NP-3 1000 mm dia
60
433020
7217
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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)
8990.84
854129
95
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