Water Resources Department Tender
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Costs
EMD
₹ 3,87,400Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_WRDAS_430393_1Tender No
NITNO-02-2024-25 SE WR CIRCLE BARANTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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BOQ Items
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 (½ Km)
3486.94
137
479454.25
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. Soft / Disintegrated rock
1463.1
161
235559.1
Excavation with line drilling, controlled blasting near structures, populated area (situated within 50m) including dewatering, loading, unloading, disposal & dressing within initial lead of 50m and lift upto 1.5m complete in all respect in dry or moist and also including compensation of damages if any , in : Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including dewatering, disposal of excavated material in the designated spoil bank/ embankment and dressing of excavated material with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.
1089.8
636
693112.8
Drilling holes of 35 mm diameter for anchor rods.i) Upto 1.50 m depth
150
129
19350
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
100
245
24500
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
1155
72
83160
Compaction of earth or highly weathered strata (A) By manually or plain roller. (density 90% of Proctor)
3486.94
25
87173.5
Watering of earth including cost of carriage of water when source of water is upto 1 km.
3486.94
12
43935.44
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 (1cement : 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
364.42
5150
1876763
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.
6632.6
220
1459172
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
1871.74
5703
10674533.22
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 mortar1:3(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 upto20 mm
7.35
6145
45165.75
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.. (NP-3) 1200mm
150
9158
1373700
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.. (NP-3) 600mm
20
3329
66580
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.. (NP-3) 150mm
20
531
10620
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)
19499.68
89
1735471.52
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