Water Resources Department Tender
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Costs
EMD
₹ 13,59,132Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_290781_4Bid Award Id
ViewTender No
NIT SE WRD UDR 02/2022-23Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
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Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete
28
-
1406
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Cement PPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112 (excluding cost of empty bag).
942
-
350
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Grouting of drilled holes minimum 35 mm dia with or without packers with cement/ clay and or chemicals (in the form of slurry with water) in prescribed ratio till refusal including cost of grouting equipment, compressed air and water etc. complete but excluding cost of cement, clay and chemicals (only dry weight of ingredients excluding chemicals to be considered ) with a working pressure upto 15 kg/Cm2 (Dry cement consumption)
47.1
-
11802
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Normal pressure washing of drilled hole in stages in approved pattern for cleaning of clay, soil and other filler materials from the seams and joints in the foundation rock by establishing connections under pressure with air and water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification.
140
-
1471
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Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flushing or grout after stage grouting including cost of equipment, compressed air and etc. complete.
140
-
662
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Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes.
195
-
1022
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Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.Up to 5 m. depth
195
-
1527
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Drilling more than 48 mm but upto 76 mm dia, holes in all types of rock or artificial hard material like concrete or masonry for consolidation/ curtain grouting in stages by percussion drilling including cost of drilling equipment, compressed air, water etc. complete and re-drilling in the hole through set grout if required.From 5 to 10 m depth
39
-
1852
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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)
112195
-
95
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement. 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.
509
-
400
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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.
2362
-
200
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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)
393
-
140
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Add extra over item No. 1 to 7 Extra labour charges if concreting is done on water retaining structures
6191
-
200
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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;
(For mix design Cement content considered 420 kg/ cum of concrete) 20 mm
894
-
6331
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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;
(For mix design Cement content considered 400 kg/ cum of concrete) 20 mm
1970
-
6067
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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
5115
-
4969
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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 40 mm
1275
-
4770
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Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 3.0m height from base/floor level (To achieve F2 finish)
12
-
340
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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
30
-
225
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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.
10.6.1 Add extra on item No.1to 3 and 5 in case F3 or F4 finish is required
232
-
425
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Steel shuttering for precasting R.C.C. members for railing of bridges with all lifts complete.(Area of railing)
96
-
360
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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.
2993
-
220
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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)
590
-
160
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
3966
-
78
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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
343
-
219
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Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth
514.5
-
130
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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
1373
-
70
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Extra lead over item no 1 to 8 of excavated material.Beyond initial lead of 50 m and upto 250m
9697
-
9.5
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Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only upto 0.3 m depth) without resorting to blasting including dewatering, disposal of excavated material within initial lead of 50m and lift of 1.5m complete in all respect
320
-
1022
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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 (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 and lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure and 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.
942
-
439
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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
3765
-
321
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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
2353
-
229
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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. Soft / Disintegrated rock
942
-
155
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard soil mixed with Kankar / boulders, Morrum
471
-
115
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Hard / dense soil
471
-
93
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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect Soft/Loose soil
471
-
90
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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department 7.5 cm to 15 cms girth
4
-
41
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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 15 cms to 30 cms. girth
4
-
126
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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over30 cms to 45 cms. girth
5
-
212
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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 45 cms to 60 cms. girth
4
-
362
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Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 60 cms. girth
3
-
512
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Cutting and clearance of jungle, bushes, shrubs Ankra/Ipomoea, Juliflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting. Ordinary
1350
-
1.45
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