Water Resources Department Tender
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Costs
EMD
₹ 4,14,420Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_275331_1Bid Award Id
ViewTender No
BUNDI NIT-4/2022-23Tender 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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(b) Hard/dense soil
4407.5
-
70
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© Hard soil mixed with kankar/boulders, Morrum
1571.88
-
87
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Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50m and lift upto1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.
-
-
-
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(a) Soft/Disintegrated rock
314.38
-
118
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Re-filling the excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20cm in depth, consolidation each deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required
4712.5
-
65
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Side shuttering including propping etc. complete (to achieve finish F 2 for) Block joints of foundation stiling basins buckets, aprons etc. (non-suspended horizontally laid mass concrete)
75
-
127
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Retaining wall, counterfort, abutment, wing wall up stream or down stream slope facing of dams and open faces of construction joints etc.
5800
-
173
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Add extra over item no. 2 to 5 for centering and shuttering for each additional 1 m height or part therof above initial height of 5.0 m from base/floor level.
800
-
18
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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
34.71
-
4495
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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 20 mm upto
1818.6
-
4854
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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 - 1985)
108288.22
-
72
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Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement. In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (nonsuspended horizontally laid mass concrete)
375
-
124
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Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement. Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
1305
-
175
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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.
600
-
295
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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.
250
-
945
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Supplying of well stiched earth filled bags of capacity, weigh not less than 40kg per bag at site etc. complete. Plastic bag
12000
-
14
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Labour charges for making coffer dam/ring bund (under flowing/stagnant water pool) by loading transporting earth filled cement bags dropping at required locations in water including lead up to 3 km and lift up to 8 meter from NSL complete excluding cost of empty cement bags.
12000
-
23
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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. 1200mm NP-3
50
-
6955
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Extra lead over item of excavated material (b) Beyond initial lead of 50m & upto 750m
3150
-
7.8
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compaction of earth or highly weathered strata (a) By manually or plain roller (density 90% of proctor)
3150
-
20
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Re-handling of excavated material including loading unloading and dressing with in initial lead of 50m and lift of 1.5m with cost of de-watering whereve rrequired and all applicable taxes and levies etc.complete in all respect
(a) Earth / Soil
3150
-
65
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Quarry rubish not more than 10 cm in size including all lead and lift.
757.5
-
350
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Spreading & consolidation of quarry rubbish/spalls to required grade & camber in layers not exceeding 15cm. Thickness (loose) by road roller as per specifications including dressing etc. complete.
757.5
-
63
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Hire charges of pumping sets 5 to 10 HP
40
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798
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