Water Resources Department Tender
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Costs
EMD
₹ 16,73,008Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2022_WRDAS_264733_1Bid Award Id
ViewTender No
NIT ACE ZONE UDR 08/2021-22Tender 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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Soft / Disintegrated rock
4341.68
-
118
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Hard rock not requiring blasting
3618.07
-
176
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Phylite & other hard rock requiring nominal blasting
723.61
-
259
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Earth work in rough (borrow area) excavation for embankment 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 manually or by plain roller with initial lead of 250 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect.
11400
-
83
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Extra for lead for average ½ km
11400
-
7.6
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Compaction of earth or highly weathered strataBy manually or plain roller. (density 90% of Proctor)
11400
-
20
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Watering of earth including cost of carriage of water when source of water is up to 1 Km
11400
-
9.1
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Removal of silt/soil/earth, sand, pebbles, 'Malba', debris, rubbish, stone pebbles & obstruction deposited in canal bed up to design line grade and
sections having design due to erosion/scour/slips in canal banks/silting with or without bushes and weeds etc. in dry or moist condition from canal bed including dewatering, loading unloading and disposal at suitable place as directed by Engineer in charge with initial lead of 50m. and lift upto 1.5 m with proper dressing on canal bed complete in all respect
-
-
-
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For depth above 30cm.
25207.85
-
77
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For silt clearance is done under water & mud.
25207.85
-
19
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Extra for disposal of excavated material above initial lift of 1.5m and for every additional lift of 1.5m or part there of including loading and un- loading wherever required
-
-
-
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Second Lift
20866.5
-
8
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Third Lift
1669.5
-
16
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Fourth Lift
2671.85
-
24
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Lead of excavated material upto 5 Km
25207.85
-
82
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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 20 mm
705.06
-
3978
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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.In cement sand mortar 1:6
3000
-
3138
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Add extra for Masonry work in superstructure
3000
-
171
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Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness:20 mm
4995
-
239
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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:50 mm
1080
-
280
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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 Beds
2980
-
7.3
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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.
10 cm
5455
-
524
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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 & form work etc. complete as per specification for:
In Beds
18400
-
49
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Filling of construction joints with Bitumen based sealing compound lining in the grove as per IS made by cutter upto the 1/3 depth of concrete lining as per specification provided in IS: 3384-1986 and all leads of all construction materials including cost of sealing compound, complete in all respect.
19225
-
72
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Extra for using computerised mobile transit mixer (i.e Fiori) is used
6740.84
-
150
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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) 20mm.
612.59
-
4932
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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) 20 mm
5582.75
-
4476
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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.
20276.83
-
173
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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove of form work
910.78
-
180
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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)
77536.4
-
72
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Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de-watering wherever required.
334.95
-
519.4
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Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.In cement mortar
1610.17
-
291.2
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Structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr height. In flats, tees, angles and channels.
4122.8
-
87
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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.
9
-
130499
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Providing, laying and fixing in position RCC spun or PVC pipe ( 4 Kg/ sq.cm As per ISI 4985) with with socket including all fittings in required size packed perfectly air tight including testing of joints.100mm
150
-
165
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
16245
-
82
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
for grading-III Material
3420
-
233
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
2616.3
-
1015
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Primer Coat (Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using mechanical means as per Technical Specification Clause 502 ( Medium Porosity )
17442
-
39
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Tack Coat (Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
17442
-
10
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Open-Graded Pre mix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.)
Case - I: Mechanical method using Penetration grade Bitumen VG - 10 and HMP of appropriate capacity not less than 75 tonnes/hour .
17442
-
86
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
Case - I : Type A By VG - 10
17442
-
46
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Road Marking (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
1197
-
335
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications, drawing and as per direction of Engineer in Charge. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing .
4
-
12000
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Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class bedding in double row . (Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000mm Dia
90
-
11420
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Supply and fixing at site (except civil work required) for accurate measurement of flowing water through channels of calibrated prefabricated fibre-glass reinforced plastic (FRP) moulded Parshall Flume, with a side chamber provided in U/S connecting through pipe at bottom with water flowing flume accurate in dimensions and having accuracy of + 1 mm smooth & uniform surface with 0.013 as value of rougosity, inside blue outside gray colour, with engraved gauge marking in cm and litre per second & engraved discharge table showing calculation discharge variation at every 0.20 cm and flow measured at submerged condition etc. complete in all respect. The flumes shall consist from M.S. pipe frame embaded in moulding, assemble dissemble system for easy in handling / transportation including stiffeners hold fast, sand treatment on the back side of flume etc. complete.
Up to 400 cusec, 7 mm +-1mm thick
1
-
718750
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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 two layers with anchors / clamps in stone masonry / concrete complete in all respect on surface to be treated, after cleaning the surface by compressed air & water under pressure and applying epoxy, Mortar is to be applied with compressor having base layer of 12mm, and second layer of 25 mm thickness, complete as per technical specification.
4428
-
1247
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