Water Resources Department Tender
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Costs
EMD
₹ 7,70,349Document Cost
₹ 5,000Tender Fee
₹ 2,000
Summary
Construction Of Chandrawala Diversion Scheme On Local Nallah (chamala) Near River Chambal Village Chandrawala Tehsil Digod Ps Sultanpur District Kota
Description
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Contact
Tender Id
2024_WRDAS_437738_1Bid Award Id
ViewTender No
CE WR ZONE KOTA NITNO-18/2024-25Tender 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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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.
(a) Soft / Disintegrated rock
1498.73
161
241295.53
... More
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
962.49
241
231960.09
... More
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.(c)Phylite and other hard rock requiring nominal blasting5.12 Add extra over item No. 5.1.1 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
83
432
35897.5
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11.12 Preparation of foundation of structure including removal of all loose stones, silt and final washing.
11.12.1 By manual labour
2134.75
23
49099.25
... More
11.12 Preparation of foundation of structure including removal of all loose stones, silt and final washing.
11.12.2 By compressed air and water under pressure
33.38
70
2336.6
... More
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
405.44
5648
2289925.12
... More
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
9.7.4 20 mm
1060.51
5703
6048088.53
... More
9.2 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)
9.2.4 20 mm
2118.4
6340
13430656
... More
9.3 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)
9.3.4 20 mm
23.35
6600
154110
... More
9.3 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)
9.3.4 20 mm
9.13.4 9.13 Add extra over item No. 9.1.1 to 9.7.4
9.13.4 Add Extra for RCC work for sluice well, intake, pump house, Arch, Ogee
14.43
6825
98484.75
... More
9.3 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)
9.3.4 20 mm
9.13.4 9.13 Add extra over item No. 9.1.1 to 9.7.4
9.13.4 Add Extra for RCC work for sluice well, intake, pump house, Arch, Ogee
9.13.4 9.13 Add extra over item No. 9.1.1 to 9.7.4
9.13.4 Add Extra for RCC work for sluice well, intake, pump house, Arch, Ogee
14.43
7050
101731.5
... More
9.3 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)
9.3.4 20 mm
9.13.4 9.13 Add extra over item No. 9.1.1 to 9.7.4
9.13.4 Add Extra for RCC work for sluice well, intake, pump house, Arch, Ogee
9.13.4 9.13 Add extra over item No. 9.1.1 to 9.7.4
9.13.4 Add Extra for RCC work for sluice well, intake, pump house, Arch, Ogee
9.13.4 9.13 Add extra over item No. 9.1.1 to 9.7.4
9.13.4 Add Extra for RCC work for sluice well, intake, pump house, Arch, Ogee
10.82
7275
78715.5
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10.10 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.
10.10.1 In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
214.7
140
30058
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10.10 Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.
10.10.2 Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
1986.62
200
397324
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10.1 Side shuttering including propping etc. complete (to achieve finish F 2 for 10.1.1 Block joints of foundation stilling basins buckets, aprons etc. (non -suspended horizontally laid mass concrete)
279.5
160
44720
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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.
1734.49
220
381587.8
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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.
72.8
340
24752
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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)
255.3
340
86802
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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)
21644.61
89
1926370.29
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Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of dewatering wherever required and all applicable taxes and levies etc. complete in all respect
(a) Earth / Soil Cum
1044.99
88
91959.12
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Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect
(a) Not exceeding 15cm
962.49
9
9143.66
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Supplying and laying aggregate in layers and profile as specified including all leads and lifts. This item is to be used only for laying filter / inverted filter (d) River gravel 20 to 40 mm size
442.5
1079
477457.5
... More
Supplying stone, spall and laying R. R. stone pitching, hammer dressed with packing of voids from small stones including all lead and lifts, in required profile of
(c) 23 cm thickness (plus minus 5 % thickness tolerance) Cum 1820.00
460
1820
837200
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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% 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 (1/2 Km)
5.17.1 Deduct in item no 5.16.1 to 5.16.4 above if Standard Proctors density to be
achieved is at least 95%
4947.6
127
630819
... More
Watering of earth including cost of carriage of water when source of water is
(a) up to 1 Km
4947.6
12
62339.76
... More
If required as per site, add extra over rate of concrete work with the permission of Superintending Engineer, Rs 175.00 per cum of concrete if computerised mobile transit mixer (i.e Fiori) is used.
3647.38
175
638291.5
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11.2 Drilling 35 mm to 48 mm dia holes in all types of rock or artificial hard material like concrete or masonary 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.
11.2.1 Up to 5 m depth
170
861
146370
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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.
34
704
23936
... More
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.
34
1521
51714
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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)
8.8
12143
106858.4
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Cement OPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112
(excluding cost of empty bags).
176
350
61600
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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
5
1456
7280
... More
11.1.1 Drilling holes of 35 mm diameter for anchor rods.
11.1.1.1 i) Upto 1.50 m depth
163.5
129
21091.5
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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
163.5
245
40057.5
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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
577.95
72
41612.4
... More
13.1 DI PIPES and SPECIALS
13.1.2 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S and S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in Charge. (excluding earth work).
Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
13.1.2.13 900 MM
300
28928
8678400
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Supply and fixing of sluice/regulator gates for canal using MS plates, channels, tees, angles, girders etc. of given size and design having suitable brass/gunmetal lining, rubber seals etc. and desired rod length, capstan head, clamps keys, hoisting plateform, ladders, supports, etc. complete (excluding civil works) including painting with zinc rich primer and epoxy paint and delivery at site.
12.54.1 Add extra if worm gears are to be provided in the capstan
1900
148
281200
... More
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
2000
81
162000
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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.
(i) at least 95% of Standard Proctors density
4947.6
39
192956.4
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