Water Resources Department Tender
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Costs
EMD
₹ 12,94,978Document Cost
₹ 10,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_288960_4Bid Award Id
ViewTender No
NIT-01/2022-23Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
Excavation including loading, unloading, disposal and dressing of excavated earth within intial lead of 50m and lift up to 1.5 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. (c) Hard soil mixed with kanker /boulder,morrum
1995.98
-
115
Excavation including loading, unloading, disposal and dressing of excavated earth within intial lead of 50m and lift up to 1.5 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Soft /disintegrated rock
135
-
155
Excavation including loading, unloading, disposal and dressing of excavated earth within intial lead of 50m and lift up to 1.5 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Hard rock not requiring blasting
101.25
-
229
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 20 mm
601.38
-
5035
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 20 mm
667.04
-
5633
Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) 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;20 mm
343.09
-
6115
Extra labour charges for 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.
343.09
-
200
Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall up stream or down- stream slope facings of dams and open faces of construction joints etc.
2285.54
-
220
Centering and shuttering for slabs,beams,lintels,Columns,trough with or without caps and base includding proping and remove
684.48
-
225
Supply of M.S. rainforcement including labour charges for steel rainforcement including bending binding and placing in position all reinforcement a per drawing including cost of binding wire and all leads and lifts using tor or ribbed bars. ( IS:1786:1985)
19107.92
-
95
Preparation and dressing of sub grade including removal of irregularities upto 7.5 cm in soil, Morrum mixed with pebbles, small boulders and highly weathered rock (a) For bed
12514.95
-
8.5
Preparation and dressing of sub grade including removal of irregularities upto 7.5 cm in soil, Morrum mixed with pebbles, small boulders and highly weathered rock for - Side slope
22699.8
-
11.2
Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing and form work etc. complete as per specification for - (a) In Bed
1314.97
-
61
Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing and form work etc. complete as per specification for - In sides
2566
-
65
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 (a) For bed
12952.45
-
518
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 (b) For slope
22699.8
-
579
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.(a) Lead up to 250 m
57001.5
-
124
Compaction of earth or highly weathered strata. By manually or plain roller (density 90% of proctor)
57001.5
-
24
Watering of earth including cost of carriage of water when source of water is up to 1 Km.
57001.5
-
11.1
Supply of Quarry rubish not more than 10cm in size
6075
-
410
Spreding of quarry rubbish /spalls to required grade & camber in layers nort exceeding 15 cm. thickness (loose) as per specification including dressing etc. complete.
6075
-
38
Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 m. lead inclusive of dewatering wherever required in cement mortar
234.75
-
487.6
Dismantling cement concrete including disposal of material with in 50 m. lead inclusive of dewatering wherever required
2377
-
644.3
Dismentling old plaster or skirting, rackingout of joints and cleaning the surface for plaster including disposal of rubish to the dumping ground with in 50 m.lead,inclusive of dewatering wherever required
671.25
-
20
Supply of Distance stone well dressed of required shape and size 60x23x7 cm with exposed faces chiesel dressed.
316
-
300
Fixing of Distance stone in 30 x 30 x 30 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.
316
-
250
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. NP-3 (150 mm dia)
114
-
465
Labour charges NP-3 (150 mm dia)
114
-
66
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. NP-3 (250 mm dia)
180
-
657
Labour charges NP-3 (250 mm dia)
180
-
110
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.NP-3 (900 mm dia)
7.5
-
5941
Labour charges NP-3 (900 mm dia)
7.5
-
403
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.NP-3 (1200 mm dia)
65
-
8605
Labour charges NP-3 (1200 mm dia)
65
-
553
Providing and laying cement concrete coping in (1:2:4) with mzximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of materials complete in all respect in thickness of 75 mm
1547.41
-
480
Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. including all leads of all construction materials complete: of thickness 20 mm
4312.36
-
290
Filling of construction joints with 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.
3880.97
-
66
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.
2.7
-
174880
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 Superstructure including all leads of all construction materials including curing etc. complete- In cement sand mortar (1:5)
2130.17
-
4095
Add extra for masonary in superstructure
2130.17
-
190
Supply of Cut stone sill slabe or lintels one face plain and edge hammer dressed including all lead and lift. - 151 to 200 mm thick
50
-
850
Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete.
430.5
-
205
37 mm thick guniting with cement mortar (1:3) on concrete/masonry surface after proper fixing of 9 gauge welded mesh of good quality rust free of size 50 mm x 50 mm in ONE layers with anchors / clamps in stone masonry / concrete, after racking the joints clean the surface by compressed air & water jet. Apply epoxy and 15 mm thick mortar with compressed air gun on the surface to be treated. After hardening of first layer of mortar anchor the welded wire mesh and apply 22 mm thick cement plaster, complete in all respect as per technical specification.
430.5
-
1054
Supplying of rock fragment of specified sizes & propositions and laying dumped rip rap in required profile including cost of excavation with all lifts and lead up to ½ km (average thickness of rip rap 50 cms or more)
592
-
1089
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 40 mm
696.5
-
5570
Supply & fixing 6 mm thick rubber water seal of approved quality in construction/contraction joints as per drawing complete in all respect.(ii) 305 mm wide
24.3
-
675
Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 depth for foundation
100
-
130
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
100
-
219
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.
385
-
78
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