Water Resources Department Tender
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Costs
EMD
₹ 90,200Document Cost
₹ 1,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_WRDAS_424597_2Bid Award Id
ViewTender No
NIT 05 of 2024 25 EE WR Dn AkleraTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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BOQ Items
PART A : EARTH WORK IN EXCAVATION
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.
2. Hard rock not requiring blasting
161.55
36994
229
PART A : EARTH WORK IN EXCAVATION
Excavation including loading unloading disposal and dressing of excavated rock within initial lead of 50m and lift upto 1.5m in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.
3. Phylite and other hard rock requiring nominal blasting
16.8
5392
321
Preparation of foundation of structure including removal of all loose stones, silt and final washing.
By manual labour
386.09
8880
23
PART-A CONCRETE WORK
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; 20mm
115.83
585173
5052
PART-A CONCRETE WORK
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 1:3:6 with plum, Max size of Aggregate 20 mm,
399.83
1862807
4659
PART-A CONCRETE WORK
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
101.5
573373
5649
PART-A CONCRETE WORK
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; 20mm
91.77
562550
6130
Side shuttering including propping etc. complete (to achieve finish F 2 for :
Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
1133.4
249348
220
2.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)
3652.17
346956
95
PART C : PROTECTION WORK
Dry boulder filling in required profile with filling of voids etc. complete including all lead and lifts, and well finished surface
35
40740
1164
PART B : EARTH WORK IN EMBANKMENT
WORK TO BE EXECUTED BY MECHANICAL MEANS
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 Proctors density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.
2. With lead beyond 250 m and up to 750 m (0.5 Km)
137.78
18393
133.5
PART B : EARTH WORK IN EMBANKMENT
WORK TO BE EXECUTED BY MECHANICAL MEANS
Compaction of earth or highly weathered strata 1. By manually or plain roller. (density 90% of Proctor)
160.64
3855
24
PART B : EARTH WORK IN EMBANKMENT
WORK TO BE EXECUTED BY MECHANICAL MEANS
Watering of earth including cost of carriage of water when source of water is 1. up to 1 Km
160.64
1783
11.1
Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene fibres as per IS 16481:2016 or latest revision, 6/12 mm long @ 0.25% (125 gram per 50 kg of cement) or in ratio of as specified by manufacturer specification and direction of Engineer in charge with all leads and lifts.
780
46800
60
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