Water Resources Department Tender
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Costs
EMD
₹ 8,50,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_294940_2Bid Award Id
ViewTender No
SE-KOTA NIT-02/2022-23 BUNDITender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.Hard soil mixed with Kankar / boulders, Morrum Runija dam 3462.50 Cum Runija Canal 641.43 Cum
4103.93
-
115
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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 20 mm Runija dam 159.60 Cum Runija Canal 247.37 Cum
406.97
-
5035
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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 20 mm Runija dam 60 Cum Runija Canal 144.98 Cum
204.98
-
5633
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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; 20 mm Runija dam 0 Cum Runija Canal 4.83Cum
4.83
-
6115
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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 ( 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
(For mix design Cement content considered 420 kg/ cum of concrete) Runija dam 0 Cum Runija Canal 128.76Cum
128.76
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6555
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Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.PCC Nominal Mix 1:2:4 with plum,Max size of Aggregate 20 mm Runija dam 1898.50 Cum Runija Canal 230.25 Cum
2128.75
-
5167
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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 40 mm Runija dam 0 Cum Runija Canal 1742.82 Cum
1742.82
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5570
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Providing bitumen joints filter sheet confirming to IS :1838-1983 (b)20mm Runija dam 84 Sqm Runija Canal 215.37 Sqm
299.37
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780
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Side shuttering including propping etc. complete (to achieve finish F 2 for :Retaining wall up stream or down- stream slope facings of dams and open faces of construction joints etc. Runija dam 2122.80 Sqm Runija Canal 8831.11 Sqm
10953.91
-
220
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Side shuttering including propping etc. complete (to achieve finish F 2 for :Block joints of foundation stilling basins buckets,aprons etc. (non-suspended horizontally laid mass concrete ) Runija dam 0 Sqm Runija Canal 634.70Sqm
634.7
-
160
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Indrani M.I.PCentering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove Runija dam 0 Sqm Runija Canal 19.62 Sqm
19.62
-
225
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Randam rubble stone masonry (using R.R stones where 75% stone to be not less then 15 cm in size in any direction and weight not less then 23 kg .)for Foundation including curing all leads of all construction materials including curing etc. In cement sand mortar 1:5 Runija dam 20 Cum Runija Canal 95 Cum
115
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4095
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Add extra over item no. 9 for Masonry work in superstructure Runija dam 20 Cum Runija Canal 95 Cum
115
-
190
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Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: thickness of: :75 mm Runija dam 30 Sqm Runija Canal 175 Sqm
205
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480
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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 of thickness: (b) 20 mm Runija dam 50 Sqm Runija Canal 300 Sqm
350
-
290
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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 90% 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.With initial lead of 250 m Runija dam 1066.80 Cum Runija Canal 20958.05 Cum
22024.85
-
124
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Compaction of earth or highly weathered strata. By manually or plain roller (density 90% of proctor) Runija dam 1066.80 Cum Runija Canal 20958.05 Cum
22024.85
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24
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Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller to obtain dry density of. (ii) at least 95% of Standard Proctor's density Runija dam 1066.80 Cum Runija Canal 20958.05 Cum
22024.85
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11.1
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Supply of Quarry rubish not more than 10 cm in size including all lead and lift. Runija dam 1778.63 Cum Runija Canal 2250.00 Cum
4028.63
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410
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Spreading of quarry rubbish / spalls / murranda to required grade & camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete. Runija dam 1778.63 Cum Runija Canal 2250.00 Cum
4028.63
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38
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Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts (a) 23 cm thickness (± 5 % thickness tolerance) Runija dam 681.15 Cum Runija Canal 00 Cum
681.15
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1651
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Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete. Runija dam 903.56 Sqm Runija Canal 00 Sqm
903.56
-
205
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37 mm thick guniting with cement mortar (1:3) on concrete/masonry surface after proper fixing of 9 gauge welded mesh of good quality rust free of size 50 mm x 50 mm in TWO layers with anchors / clamps in stone masonry / concrete, after racking the joints clean the surface by compressed air & water jet. Apply epoxy and anchor first layer of mesh with surface to be treated then 15 mm thick mortar is to be applied with pressure gun. After hardening of first layer of mortar anchor the second layer of mesh and apply 22 mm thick cement plaster, complete in all respect as per technical specification. Runija dam 903.56 Sqm Runija Canal 00 Sqm
903.56
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1443
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Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts. Runija dam 145.60 Cum Runija Canal 00 Cum
145.6
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1716
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Supplying and laying aggregate in layers and profile as specified including all leads & lifts. River gravel 20 to 40 mm size Runija dam 145.60 Cum Runija Canal 00 Cum
145.6
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1070
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Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface Runija dam 439.60 Cum Runija Canal 00 Cum
439.6
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1184
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Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for (a) Bed Runija dam 0 Sqm Runija Canal 3240.02 Sqm
3240.02
-
8.5
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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness. Runija dam 0 Sqm Runija Canal 3240.02 Sqm
3240.02
-
518
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Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect. Runija dam 0 Sqm Runija Canal 1083.10 RM
1083.1
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85
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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 de-watering wherever required. Runija dam 0 Sqm Runija Canal 140 Sqm
140
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20
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Supply of M.S. rainforcement including labour charges for steel rainforcement including bending binding and placing in position all reinforcement a per drawing including cost of binding wire and all leads and lifts using tor or riffed bars. ( IS:1786:1985) Runija dam 0 Sqm Runija Canal 20594.08 Kg
20594.08
-
95
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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. 150 mm Np-3 Supply of M.S. rainforcement including labour charges for steel rainforcement including bending binding and placing in position all reinforcement a per drawing including cost of binding wire and all leads and lifts using tor or riffed bars. ( IS:1786:1985) Runija dam 0 Sqm Runija Canal 92.5 RM
92.5
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465
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Labour charges for 150 mm NP-3 pipe Runija dam 0 Sqm Runija Canal 92.5 RM
92.5
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66
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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. 250 mm Np-3 Runija dam 0 Sqm Runija Canal 27.50 RM
27.5
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657
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Labour charges for 250 mm NP-3 pipe Runija dam 0 Sqm Runija Canal 27.50 RM
27.5
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110
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