Water Resources Department Tender
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Costs
EMD
₹ 6,68,038Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
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Contact
Tender Id
2024_WRDAS_431614_1Tender No
SE/03 of 2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
Cutting and uprooting of trees including removing of roots and filling of hole, cutting/up rooted would be property of the department Over 30 cms to 45 cms girth
70
212
14840
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
51
362
18462
Excavation including loading unloading disposal and dressing of excavated Earth 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/Dense soil
84
95
7980
Excavation including loading unloading, disposal and dresing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area, dewatering wherever required complete in all respect (c) Hard soil mixed with kanker / boulders, morrum .
692.05
119
82353.95
Excavation including loading unloading, disposal and dresing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area, dewatering wherever required complete in all respect Soft / Disintegrated rock
1199.97
161
193195.17
Excavation including loading unloading, disposal and dresing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area, dewatering wherever required complete in all respect Hard rock not requiring blasting
1335.43
242
323174.06
Excavation including loading unloading, disposal and dresing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area, dewatering wherever required complete in all respect .Phylite & other hard rock requiring nominal blasting
3701.49
346
1280715.54
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
3398.02
562
1909687.24
Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and and kankar & murrum for
2160
14
31104
preparation of foundation of structure including removal of all loose stones , silt and final washing . (a) by manual labours
520
23
11960
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. 7.5 cm
1350
519
700650
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 dam and open faces of construction joints
6140
220
1350800
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.Tor or ribbed bars (IS:1786-1985)
48802
89
4343378
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) 20mm
811
5608
4548088
Providing and laying in position of Cement concrete Design mix M20 including leads of all construction materials,plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3(1cement:3coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20mm (For mix design Cement content considered 400kg/cum of concrete)
1059
6173
6537207
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 (Excluding cost of distance stone)
10
250
2500
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. Add extra over item for masonry work in super structure
In cement sand mortar 1:6
725.22
4214
3056077.08
Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction
materials of thickness: 20 mm
854.5
329
281130.5
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: 50MM
271.14
320
86764.8
Centering and shuttering for slabs ,beams,lintels,columns,trough with or without caps and base including propping and remove.
608.4
225
136890
Add extra over items of cement plaster/ cement concrete/cc.lining/cc flooring or RCC for providing and mixing Polypropylene fibres as per IS 16481:2016 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.
687.36
60
41241.6
Providing and laying cast in situ concrete sleepers 15cmx7.5cm in bed incement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20mm wellgraded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: (a) BED
270
60
16200
Filling of construction joints with Bitumen based sealing compound lining in the grove as per ISmade by cutter upto the 1/3 depth of concrete lining as per specific ation provided in IS:3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
270
89
24030
Re-handling of excavated material including loading unloading and dressing with in initial lead of 50m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect Mixed strata muck
5635.7
109
614291.3
Re-handling of excavated material including loading unloading and dressing with in initial lead of 50m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect ROCK
4186.7
140
586138
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 20mm
174
4975
865650
Drilling holes of 35 mm diameter for anchor rods. Up to 1.50 m depth.
398
129
51342
Labour charges for fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete.
265
245
64925
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete
2553.3
72
183837.6
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. (b) With lead beyond 250 m and up to 750 m (½ Km)
4410
137
606375
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.
In all types soils / saturated soil such as morrum, sand, sandy silt, clay, black cotton soil, kankar, etc.
(i)Depth upto 1.5 m
840
192
161280
Compaction of earth or highly weathered starata (b) By mechanical equipment such as sheep foot roller / pneumatic tyred roller / vibro compactor required as per site condition to obtain dry density of (ii) At least 95 % of standard proctor's density
5250
39
204750
Watering of earth including cost of carriage of water when source of water is (a) upto 1 KM
5250
12
66150
Supplying stone, spall and laying R.R.stone pitching, hammer dressed with packing of voids from small stones including all lead & lifts, in required profile of © 23 cm thickness (± 5 % thickness tolerance)
658.3
1733
1140833.9
Dry boulder filling in required profile with filling of voids etc. complete including all lead & lifts, and well finished surface
533.4
1168
623011.2
Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
1102
815
898130
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
5280
34
179520
Benching base and disposal of the excavated material including dressing etc. complete within initial lead up to 50m and lift up to 1.5m
3630
97
352110
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.IN Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retainingwalls, piers, abutments, galleries, archcovers, bedplates, sluice capstan bases etc.
1745
200
349000
Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts.
315
1551
488565
Supplying and laying coarse aggregate in layers and profile as specified including all leads & lifts. 20 to 40 mm size
315
1174
369810
Stones for soling, boulder for rock toe, toe drain, rock fill etc. not less than 15 cm in any direction including all lead and lift.
315
725
228375
Providing, Fabrication, machining with straightening work of Guide Tee,Track, Sealing frame, Leaf frame or any part of gate's, complete as perdrawing with testing, including cost of all materials, with machinery,labour, tools and tackles cutting, aligning, welding, finishing, cleaning etc., applying one coat of zinc rich epoxy primer and two coats of cold applied coal tar epoxy paint, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials.Rate of work with all materials
1600
127
203200
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