Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date3 Jun 2023
Closing Date12 Jun 2023
Tender Amount₹ 2,59,27,000
Costs
EMD
₹ 5,18,540Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2023_WRDAS_340815_9Bid Award Id
ViewTender No
EE, WRD Pipalkhunt Dn-II Pratapgarh NIT 03/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
Soft/Loose soil
927.1
83439
90
Hard soil mixed with Kankar / boulders, Morrum
927.1
106616
115
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
1079.17
167271
155
Hard rock not requiring blasting
1329.96
304560
229
Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank
/ embankment, dressing of excavated material and dewatering 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.
752.35
330281
439
Extra lead over item no 1 to 8 of excavated material.
-
-
-
Beyond initial lead of 50 m & upto 250m
2507.84
23824
9.5
Prepation of foundation of structure including removal of all lose stone. Silt and final washing.
-
-
-
By compressed air and water under pressure
1271.65
89015
70
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(20 mm)
883.44
4397764
4978
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 costof centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm
658.1
3990718
6064
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 allconstruction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be istributed evenly and shall be not closer than 150 mm from the surface. (11.1)P.C.C nominal Mix 1:2:4 with Plum (b)Upto 40 mm
609.6
3076041
5046
Random rubble stone masonry (using R. R. stones where 75 % stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including curing with all leads of all construction materials including curing etc. complete. (c)In cement sand mortar 1:5 Foundation
2263.78
9229431
4077
Add extra(a) Masonry work in superstructure)
1526.15
289968
190
Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20mm
908.6
262585
289
Providing and laying cement concrete coping in (1:2:4) with maximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of material complete in all respect in thickness of: 75mm
187.76
90124
480
Drilling holes of 35 mm diameter for anchor rods.
-
-
-
Upto 1.50 m. depth
297
38610
130
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
198
43362
219
Side shuttering including propping etc. complete (to achieve finish F 2for : (C)Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc.
1022.32
224910
220
Side shuttering including propping etc. complete (to achieve finish F 2for : (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.
112
38080
340
Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawingincluding cost of binding wire and all leads and lifts using.(ii)Tor or ribbed bars (IS :1786-1985)
12741.56
1210448
95
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.(c)Aqueduct troughs, siphon conduits, box type sluice barrels, domes
spiral shafts or stair cases ( thin walled section) and ogee crests, baffle or chute blocks, end sills, buckets, projects coping, extended sill etc.
512.6
205040
400
Add Extra Over Items Of Cement plaster/ Cement concrete/ CC lining/CC Flooring Or RCC For Providing and Mixing Polypropylene Fibres as per IS 16448:2016 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
5660
339600
60
Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de- watering wherever required.
332.8
113591
341.32
Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface
76.8
85094
1108
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
3760.24
466269
124
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 Proctor's density
3760.24
154169
41
Watering of earth including cost of carriage of water when source of water is
3760.24
41738
11.1
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
278.08
7786
28
Supplying and laying quarry spalls properly graded but not more than 10cm in size
with spreading in required profile including all leads & lifts
158.8
120211
757
Supplying stone, spall and laying Rip rap in required profile properly hand packed
using stone of specified size including all lead & lifts 23 cm thickness (± 5 % thickness tolerance)
243.49
381061
1565
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