Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Eprocure
Opening Date7 Sep 2023
Closing Date17 Sep 2023
Tender Amount₹ 8,62,24,000
Costs
EMD
₹ 17,24,480Document Cost
₹ 10,000Tender Fee
₹ 2,500
Description
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Contact
Tender Id
2023_WRDAS_364306_1Bid Award Id
ViewTender No
ACE, WR Zone Banswara Short Term NIT 16/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
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Documents
BOQ Items
Soft/Loose soil
3494.48
321492
92
(b) hard/dense soil
405.29
38502
95
Hard soil mixed with Kankar / boulders, Morrum
2884.49
340369
118
Soft / Disintegrated rock
1550.22
249585
161
Hard rock not requiring blasting
7.5
1807
241
Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including disposal of excavated material in the designated spoil bank / embankment, dressing of excavated material and ewatering with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.
748.84
333982
446
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
7.5
4207
561
Hard rock (dry or moist) requiring blasting (where hardness of rock is more than 2) including dewatering, disposal of excavated material in the designated spoil bank/ embankment and dressing of excavated material with all leads & lifts of excavation and disposal. The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties, tax etc if required to be paid then it will be liability of contractor as the cost of usable stone has already been deducted from the rate.
3.75
2385
636
Providing and laying Cement concrete (1:3:6) M-10 well mixed and laid in position complete including all leads of all construction materials including curing and finishing with rendering in cement sand mortar 1:3 (1cement : 3coarse sand)and making good the joint excluding the cost of centering shuttering and reinforcement well graded crusher broken stone aggregate of maximum size up to 20 mm
1497.48
7749459
5175
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 curing all leads of all construction materials including curing etc complete.
9081.11
39194070
4316
add extra in superstructure. In Cement sand mortar 1:6
8536.47
1809731
212
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: 20mm
17875.16
5684300
318
Cement concrete lining of nominal mix (1:3:6) with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering, compaction and curing etc. complete for canal bed of thickness.10 cm
13208.46
8215662
622
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: 75mm thick
8618.56
4136908
480
Re-handling of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect
3290.66
289578
88
Construction of earthen dowel 0.50m top width and 0.40m height (area 0.40 sqm) including ramming, watering, & dressing etc. complete with all lead and lift
10180
1547360
152
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.
14000
1792000
128
Watering of earth including cost of carriage of water when source of water is
14000
176400
12.6
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.
-
-
-
(ii) at least 95% of Standard Proctor's density
14000
546000
39
supplling and laying & consolidation of quarry rubbish / murrum/murda spalls to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete.
3439.5
2008668
584
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.
339
118650
350
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.
339
84750
250
BSR 2023, ch. no. 18, Item no. 40
-
-
-
Providing, laying and spreading of granular sub-base by providing coarse 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 MoRTH Specification : clause No. 401. grading II
460.1
155513
338
Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift By mechanical means with lead upto 1 km
428
529008
1236
Side shuttering including propping etc.complete(to achieve finish F2 for :Retaining wall,counterfort,abutment,wing walls upstream or down-stream slope facings of dams and open faces of construction joints etc.
518.78
114131
220
Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-25 pavement Grade
651.75
3761901
5772
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.
-
-
-
(ii) 600 mm dia NP-3
10
30980
3098
Supplying of M.S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawingincluding cost of binding wire and all leads and lifts using.(ii)Tor or ribbed bars (IS :1786-1985)
1089.58
96972
89
37 mm thick shotcrete by wet mix process, applied with compressed air gun after chipping of defective concrete / masonry, racking the joints, cleaning of surface thoroughly with wet sand blasting after fixing of 9 gauge good quality rust free welded mesh of size 50 mm x 50 mm in TWO layers with anchors / clamps. After racking the joints clean the surface thoroughy by wet sand blasting, anchor the first layer of welded mesh in position and apply 15 mm cement concrete (1:2:1) by pressure gun and after hardening of first layer, anchor second layer of welded wire mesh, apply 22 mm thick cement concrete complete in all respect. Cement concrete comprising of cement, sand, coarse aggregate, water and quick setting compound in the proportion 1:2:1, sand and coarse aggregate conforming to IS 383 and table no. 1 of IS;9012 respectively
596
998300
1675
Drilling more than 35 mm to 48 mm dia, holes in all types of rock or artificial hard material like concrete or masonry 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.
-
-
-
Up to 5 m. depth
115
99015
861
From 5 to 10 m depth
115
146855
1277
From 10 to 15 m depth
111.4
204530
1836
From 15 to 20 m depth
70
182070
2601
From 20 to 25 m depth
70
221340
3162
Beyond 25 m depth
238
921298
3871
Supplying and lowering into holes and fixing of casing pipes of suitable diameter to enable drilling of minimum 48 mm dia grout holes.
42
44562
1061
Washing and open flushing of drilled holes by alternate jet of air and water under pressure prior to pressure washing and flusing or grout after stage grouting including cost of equipment, compressed air and etc. complete.
139
97856
704
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 & water including cost of equipment, accessories compressed air, water, labour, admixtures if any required etc. complete as per specification.
139
211419
1521
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 exc
53.96
655236
12143
Cement PPC (in bags) 50 Kg in weight. As per IS 1489 and IS 8112
(excluding cost of empty bag).
1079.1
377685
350
Providing, Fabrication, machining with straightening work of Guide Tee,Track, Sealing frame, Leaf frame or any part of gate's, complete as per drawing 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 appliedcoal 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
1400
177800
127
Providing Casting machining and assembling of Head stocks assembly with handle complete for operating Tank, canal, barrage, stop dam gates, as per drawing with testing, including cost of all materials as head stock body, GM Nut, Warm wheel, Gear, Bush, Pin, operating handle etc. with machinery, labour, cutting, aligning, welding, finishing, cleaning, painting 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. Head Stock screw jack type 45mm dia. threaded Nut (Model M-70), 0.700 tonne capacity , approx-42 kg
84
16800
200
Labour charges for removal of existing wornout/damaged bottom rubber seal of crest Radial Gates, Vertical Gates and Intake Service Well Gates of Dam by cutting bolts with gas cutter, providing holes in new rubber seal insertion of sleevs and fixing over gates with nut blots, washer ect including cost of gas (LPG and Oxygen) cylinder etc complete.
-
-
-
both side sluice gate ( 1500 mm x 1200 mm)
7.8
5070
650
Providing Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.
-
-
-
Rubber seal Flat type 75 mm x 12 mm uncladed
6.4
2592
405
Providing of Rubber seals as per IS:11855 for Dam sluice, canal, barrage, stop dam etc. gates of required size and type and specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.
-
-
-
Rubber seal musical note type 75 mm x 33 mm x 12 mm (33 mm Bulb) Uncladded
4.8
3259
679
Providing Casting machining and assembling of Cast Iron Items for Tank, canal, barrage, stop dam gates as CI wedges with suitable L-end key nut bolts, CI couplings, CI guides, assembly complete as per drawing with testing ,including cost of all materials, with machinery, labour, cutting, aligning, welding, finishing, cleaning, etc., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding charges for structural steel components and other materials CI couplings, Guides, etc.
-
-
-
CI wedge with suitable L-end key nut bolts
16
2640
165
P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with Copper conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.
-
-
-
2.5 Sq.mm(4core)
150
34200
228
E081900 Providing & Fixing of push button actuators and integral contact block of dia. 22.5 mm including making connection etc. as required.
-
-
-
E081802 Luminous type Red , Yellow, Green, Amber
12
1846
153.9
E082300 Providing & Fixing of IP51 direct or CT operated, 1x240 / 3x240 volts, 50 Hz static watt-hour meter (kwh) as per PWD specification for electrical Works, ISI marked (IS:13010-2002 ) having resolution 0.1/ 0.01 kwh , accuracy class 1 as per IS:13779, LED indicators for tamper operation Reverse &/or earth connection)pulsating LED indicator for meterology , LCD Display, cover plate for body and terminal sealing , push button for all standard parameters, including making connection ,testing etc. as required.
-
-
-
E082201 40 amper single phase meter
6
8100
1350
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 (1cement : 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) 20 mm
184.5
1137442
6165
Painting of structural components of Hoist including supporting structures and surfaces of hydraulic hoist sun exposed to water asperIS14177,for which surfacepreparation byblastcleaning of class 'B', primer coat (two coats) of Zinc phosphate primer to give dry film thickness of 40 ± 5microns per coat and finish coat(one coat) of alkyd based micaceousiron oxidepaintgivedryfilmthickness of65 ±5 microns followed by two coats of synthetic enamel paint, using airless spray, to give dry filmthickness of25 ± 5 microns per coat, at an interval of 24 hours. Thus total dry film thickness of all the coats, including primer coating, should not be less than 175 microns. This will include expenses on mobilisation and demobilisation of equipments. For maintenance painting, the surface preparation shall be done by appropriate hand and power tool cleaning. Prior to hand and power tool cleaning, any heavy layer of rust should be removed by chipping. Visible oil, grease, dirt and other foreign material be cleaned using solvents like clean mineral spirits, xylol or white gasoline. After hand and power tool cleaning, the surface should becleaned ofloosedustand debrisand / or blast cleaned as laid down in para 7.0 of IS Code 14177. After the surface preparation, the primer and finishing coats shall be carried out as provided above for painting etc. complete. Up to 1.5 m height
1379.81
822366
596
Providing MS nut bolts of required size and type as per specification with testing including all leads and lift packing &forwarding charge for all components etc. complete
20
2480
124
Providing,fabrication,threading(SquareandVthreadingasrequired),machining, straightening of MS Round bar complete as per drawing with testing,including cost of all materials,with machinery, labour, cutting, aligning, welding,finishing, cleaning etc., complete as per specifications and approveddrawingswithall lead and lifts, includingpacking & forwarding transportation charges forstructural steel components andother materials.
49
9065
185
Ratefordoublestartsquarethreadingfor63mmdia.roundbarwithmaterials
-
-
-
E060121 6A to 32A rating
-
-
-
E060114 40 A rating
13
4472
344
242500 hire charges for silent type D.G.set including operate,change over switch, control panel etc. and excluding POL as required of following capacity
2
17000
8500
242506 complete rate
-
-
-
Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including lead of all construction materials, curing, compaction and finishing with rendering in cement sand mortar1:3(1cement:3coarsesand)and making good the joints excluding the cost of centering,shutteringandreinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm
14.29
81838
5727
Conducting water intake test in test holes under pressure for determining permeability before or after grouting including cost of equipment and water etc. complete
83
120848
1456
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