Water Resources Department Tender
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Costs
EMD
₹ 74,426Document Cost
₹ 1,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_WRDAS_425306_3Bid Award Id
ViewTender No
NIT NUM 02 2024-25 RAJGAD BHAWANIMANDITender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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BOQ Items
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.
(b) Hard rock not requiring blasting
399.3
96231
241
11.12 Preparation of foundation of structure including removal of all loose stones, silt and final washing. 11.12.1 By manual labour
164.6
3785
23
9.7 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
9.7.3 40 mm
237.61
1342021
5648
9.11 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. 9.11.1 PCC Nominal Mix 1:2:4 with plum, 9.11.1.2 Max size of Aggregate 40 mm,
13.6
71046
5224
9.6 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
9.6.4 20 mm
44.3
272223
6145
10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.3 Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.
5
1100
220
10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.4 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.
493.28
167715
340
10.9.2 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. 10.9.2.2 Tor or ribbed bars (IS :1786)
1850.3
164676
89
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.
(a) With initial lead of 250 m
5084.49
650814
128
Compaction of earth or highly weathered strata
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.
(ii) at least 98% of Standard Proctors density
5084.49
213548
42
Watering of earth including cost of carriage of water when source of
water is
(a) up to 1 Km
5084.49
64064
12.6
Lip cutting and final dressing as per designed section including rehandling and disposal of excavated earth in layers 20 cm on
embankments etc. with cost of dewatering wherever required, and
complete in all respect
1891.5
64311
34
Supplying stone, spall and laying R. R. stone pitching, hammer dressed
with packing of voids from small stones including all lead & lifts, in
required profile of
(c) 23 cm thickness (plus minus 5 % thickness tolerance) Cum 1820.00
217.52
395886
1820
Providing, laying and spreading of granular sub-base by providing coarse graded Material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III
217.43
86754
399
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