Water Resources Department Tender
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Costs
EMD
₹ 45,92,240Document Cost
₹ 10,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2023_WRDAS_361609_2Bid Award Id
ViewTender No
NIT15/2023-2024 ACE WR ZONE BANSWARATender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
GEM & Bid Advisory Services
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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
13572.65
2103760
155
... 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
10512.39
2407337
229
... 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 & other hard rock requiring nominal blasting
7624.45
2447448
321
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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 - (a) Phylite and other hard rock requiring nominal blasting
6698.47
3463108
517
... More
Preparation of foundation of structure including removal of all loose stones, silt and final washing- (a) By manual labour
46013.19
1058303
23
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Supply & fixing 6 mm thick rubber water seal of approved quality in construction/contraction joints as per drawing complete in all respect. @20m spacing 305mm wide
1603.2
1082160
675
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Extra charges for water spray by nozzle on sub grade of canal including bed and side slopes before laying plain concrete for lining work.
38798.8
96997
2.5
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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- (c) 40mm
6766.02
33660949
4975
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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness.- (b) 7.5 cm
15935
8429615
529
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Filling of construction joints with Bitumen based sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
5328
351648
66
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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 1:3:6 with Plum :- (b) Max size of Aggregate 40 mm
18532.43
85026788
4588
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Distance stone well dressed of required shape and size 60 cm x 23 cm x 7 cm with distance marked engraved and exposed faces well painted.
446
156100
350
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Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured.
446
111500
250
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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 un-loading wherever required with cost of dewatering wherever required.
32415.29
2463562
76
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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
4988.52
1122417
225
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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)- (d) 20mm
1056.66
6801720
6437
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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement- (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
1762.62
352524
200
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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.(ii) Tor or ribbed bars (IS :1786-1985)
334266.28
31755296
95
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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.- (j) 1000mm (NP-4)
116.01
1005458
8667
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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- (d) 20mm
533.61
3086933
5785
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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.- (d) 300mm (NP-4)
20.11
24795
1233
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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.- (b) 200mm (NP-4)
40.22
23930
595
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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.- (a) 150mm (NP-4)
60.32
31366
520
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Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials.
7.5
1311600
174880
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Centering and shuttering for piers, galleries, barrels, intake well, sluice well upto 5.0m height from base/floor level (To achieve F2 finish)
946.98
321973
340
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Add extra over item No. 2 to 5 for centering and shutterring for each additional 1 m height or part thereof above initial height of 5.0m from base/floor level.
760.17
19004
25
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Add extra over item No. 2 to 5 for centering and shutterring for each additional 1 m height or part thereof above initial height of 5.0m from base/floor level.
1140.25
57012
50
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Add extra over item No. 2 to 5 for centering and shutterring for each additional 1 m height or part thereof above initial height of 5.0m from base/floor level.
795.41
59655
75
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Add extra over item No. 2 to 5 for centering and shutterring for each additional 1 m height or part thereof above initial height of 5.0m from base/floor level.
605.37
60537
100
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Add extra over item No. 2 to 5 for centering and shutterring for each additional 1 m height or part thereof above initial height of 5.0m from base/floor level.
499.64
62455
125
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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.
34954.26
7689937
220
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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)- (d) 20mm
1352.57
9063571
6701
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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 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- (b) With lead beyond 250m & upto 750m (1/2 Km)
84581.41
11291618
133.5
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Add extra for each subsequent lead of 500m or part, there of beyond ½ Km and up to 3 km
84581.41
3700436
43.75
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Compaction of earth or highly weathered strata- (b) 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
84581.41
3467837
41
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Watering of earth including cost of carriage of water when source of water is- (a) up to 1 Km
84581.41
938853
11.1
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Watering of earth including cost of carriage of water when source of water is- (b) Beyond 1 Km but up to 3 Km extra per Km
84581.41
405990
4.8
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Making new service road 4 to 5 m width including jungle clearance, cutting of trees upto 10 cms dia, cutting of humps upto 30 cms, height and filling local depressions, making of ramps on Nallah crossing etc- (b) In Semi hilly area
13.34
155411
11650
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Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts- (a) 23 cm thickness (± 5 % thickness tolerance)
17.57
27795
1582
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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.
520.75
208300
400
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Side shuttering including propping etc. complete (to achieve finish F 2 for :- (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.
18.21
6191
340
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