Water Resources Department Tender
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Costs
EMD
₹ 7,74,615Document Cost
₹ 5,000Tender Fee
₹ 2,000
Summary
Construction Of Sub Surface Barrier On Sukhri River At Village Joyla And Repair And Renovation Of Khajariya Anicut Village Khejariya Tehsil Shivganj
Description
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Contact
Tender Id
2024_WRDAS_437269_1Tender No
SEWRCirclePaliNIT03Item04Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
GEM & Bid Advisory Services
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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 including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil
6343.08
95
602592.6
... More
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum
6634.91
118
782919.38
... More
Side shuttering including propping etc. complete (to achieve finish F 2 for : (d) Curved edges or sides of special shapes like baffle or chute blocks, end sills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.
4385.27
340
1490991.8
... More
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)
58.8
160
9408
... More
Add extra over item No. 1 c , 1d, 2 and 3 for centering and shutterring for each additional 1 m height or part there of above initial height of 5.0 m from base/floor level.
1153.91
25
28847.75
... More
Supplying 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)
57112.61
89
5083022.29
... More
Providing and Laying in position of Cement concrete Design mix M15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cementsand 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;(For mix design Cement content considered 320 kg/ cum of concrete) (C)40 mm
364.36
5420
1974831.2
... More
Providing and Laying in position of Cement concrete Design mix M15 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cementsand 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;(For mix design Cement content considered 320 kg/ cum of concrete) (C)40 mm Add extra over item No. 1 to 7 Add Extra for RCC work for Bed Plate, Girder, Slab etc in suspended form
204.66
5595
1145072.7
... More
Providing and Laying in position of Cement concrete Design mix M- 15 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; (For mix design Cement content considered 320 kg/ cum of concrete) (d) 20 mm
2858.15
5470
15634080.5
... More
Providing and Laying in position of Cement concrete Design mix M- 20 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; (For mix design Cement content considered 400 kg/ cum of concrete) (d) 20 mm Add extra over item No. 1 to 7 Add Extra for RCC work for Bed Plate, Girder, Slab etc in suspended form
801.43
6215
4980887.45
... More
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; (For mix design Cement content considered 420 kg/ cum of concrete) (d) 20 mm
40.53
6300
255339
... More
Add extra over item No. 1 to 7 (a) For each subsequent height of 3.0 meter or part thereof above initial lift of 5.0 m from ground level. (upward and downward)
855.62
160
136899.2
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement (a) In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
2858.15
140
400141
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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 unloading wherever required with cost of dewatering wherever required.
5172.75
91
470720.25
... More
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. Add extra over ietm 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and unloading wherever required
3242.25
99
322603.88
... More
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. Add extra over ietm 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and unloading wherever required Add extra over ietm 1 to 8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and unloading wherever required
845.46
108
91309.68
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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. (c) With lead beyond 750 m and up to 1250 m (for average lead 1 Km) Deduct in item no 16 (a) to (d) above if Standard Proctor's density to be achived is at least 90%
495
127
62988.75
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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. With lead beyond 250 m and up to 750 m (for average lead 1/2 Km)
9450
137
1299375
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Compaction of earth or highly weathered strata (a) By manually or plain roller. (density 90% of Proctor)
495
25
12375
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Compaction of earth or highly weathered strataBy 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 95% of Standard Proctor s density
9450
39
368550
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Watering of earth including cost of carriage of water when source of water (a) up to 1 km
495
12
6237
... More
Watering of earth including cost of carriage of water when source of water (a) up to 2 km
9450
17
166320
... More
Lip cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embankments etc. with cost of dewatering wherever required, and complete in all respect
1611
34
54774
... More
Supplying and laying quary spall properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
430.65
753
324279.45
... More
Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete
67.46
584
39396.64
... More
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)
843.33
1644
1386434.52
... More
Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface
150
1187
178050
... More
Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones in position complete in all respects.
396
1090
431640
... More
Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter.
2112
389
821568
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