Water Resources Department Tender
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Costs
EMD
₹ 3,92,014Document Cost
₹ 5,000Tender Fee
₹ 2,000
Summary
Construction Of Kaveri Badi Anicut Village Kaveri
Description
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Contact
Tender Id
2023_WRDAS_339707_1Bid Award Id
ViewTender No
NIT01/2023-2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
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Documents
Financial-Bid-Kaveri-Badi-Anicut
BOQ Items
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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.
Hard rock not requiring blasting
5.12 Add extra over item No. 5.1 to 5.5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to
be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.
1147.2
328386
286.25
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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.
Phylite and other hard rock requiring nominal blasting
5.12 Add extra over item No. 5.1 to 5.5 for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to
be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered.
764.8
306876
401.25
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Drilling holes of 35 mm diameter for anchor rods.
i) Upto 1.50 m. depth
153
19890
130
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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
102
22338
219
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete
1179
91962
78
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Preparation of foundation of structure including removal of all loose stones, silt and final washing.
By compressed air and water under pressure
657
45990
70
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Providing and Laying in position of Cement concrete Design mix M-15 including leads of all construction materials, plasticizers (if required), 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;
(For mix design Cement content considered 320 kg/ cum of concrete) 20 mm
749
4371913
5837
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Providing and Laying in position of Cement concrete Design mix M-25 including leads of all construction materials, plasticizers (if required), 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
214
1434014
6701
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Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), 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
538
3463106
6437
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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 1:2:4 with plum, Max size of Aggregate 20 mm,
1119
5910558
5282
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Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. (non -
suspended horizontally laid mass concrete)
262
41920
160
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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.
2638
580360
220
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Side shuttering including propping etc. complete (to achieve finish F 2 for : 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.
195
66300
340
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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)
20310
1929450
95
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.
In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
298
41720
140
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Add extra, if computerised mobile transit mixer (i.e Fiori) is used.
2396
419300
175
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Extra lead over item no 5.1 to 5.8 of excavated material.
a. Beyond initial lead of 50 m and upto 250m
3824
36328
9.5
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Add extra over item No. 5.1 to 5.8 for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and
un- loading wherever required
1912
16252
8.5
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Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each
deposited layer by ramming and watering including cost of water, loading and unloading wherever required with cost of dewatering wherever required.
765
58140
76
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Extra labour charges for RCC due to 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.
752
150400
200
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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 percentage 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.
b. With lead beyond 250 m and up to 750 m (0.5 Km)
5.17.2 Deduct in item no 5.16.1 to 5 above if Standard Proctors density to be achieved is at least 90 %
315
36067
114.5
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Compaction of earth or highly weathered strata
a. By manually or plain roller. (density 90% of Proctor)
315
7560
24
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Watering of earth including cost of carriage of water when source of water is
(a) up to 1 Km
315
3496
11.1
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