Water Resources Department Tender
If you're looking for Rajasthan tenders online and are tired of typing tender ID over and again or going through the cumbersome government websites for it, you are in luck. We have collated every Eproc Rajasthan tender on BidAssist. And for any queries related to an e-tender Rajasthan, like bidding process, registration process, etc., are explained below. Read on.
Water Resources Department - WRD Tender
Civil And Construction
Excavation
Irrigation Work
Eprocure
Opening Date3 Jun 2023
Closing Date12 Jun 2023
Tender Amount₹ 2,15,23,000
Costs
EMD
₹ 4,30,460Document Cost
₹ 5,000Tender Fee
₹ 2,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_WRDAS_340815_6Bid Award Id
ViewTender No
EE, WRD Pipalkhunt Dn-II Pratapgarh NIT 03/2023-24Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://water.rajasthan.gov.in/wrd
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Dismantling cement concrete including disposal of material within 50 m lead, inclusive of de-watering wherever required.
1716
48048
28
Dismanteling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50m lead. Inclusive of dewatering whereever required.
24
480
20
Demolishing of reinforced concrete including stacking of usable material and disposal of unuseable material within 50 m lead inclusive of de- watering wherever required.
14.24
12398
870.7
Dismantling of masonry with care inclusive of de-watering wherever required
-
-
-
Dry stone masonry or pitching
621
71415
115
Excavation including loading, unloading, disposal and dressing of excavated earthwithin initial lead of 50m and lift up to 1.5m including dressing of excavated areaand dewateringwhereverrequired completein all respect
-
-
-
Soft/Loosesoil
1118.83
100694
90
Hard/dense soil
133.37
12403
93
Hard soil mixed with Kankar/boulders, Morrum
1021.92
117520
115
Excavation including loading unloading disposal and dressing of excavated rockwithin 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.
-
-
-
Soft/Disintegrated rock
207.36
32140
155
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 requiredcomplete in all respect with initial lead of 250 m
1440
178560
124
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
3360
448560
133.5
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 98% of Standard Proctor's density
4800
196800
41
Watering of earth including cost of carriage of water when source of water is
-
-
-
up to 1 Km
4800
53280
11.1
Providing and Laying in position of Cement concrete Nominal mix (1:3:6)including leads of all construction materials, curing, compaction and finishingwith 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 crusherbroken stone aggregate of maximum size upto 40 mm
589.52
2886289
4896
Providing and Laying in position of Cement concrete Nominal mix (1:2:4)including leads of all construction materials, curing, compaction and finishingwith 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 crusherbroken stone aggregate of maximum size upto 20 mm
63.4
384457
6064
Providing and Laying in position of Cement concrete Nominal mix (1:2:4)including leads of all construction materials, curing, compaction and finishingwith 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 crusherbroken stone aggregate of maximum size upto 20 mm
37.07
206776
5578
Random rubble stone masonry (using R. R. stones where 75 % stonesto 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
2420.9
9952319
4111
Providing and laying cement concrete coping in (1:2:4) with max size of crusher broken aggregate upto 20 mm. including shutterring etc. with all leads of material complets in all respect in thickness of 75 mm.
10.8
5184
480
Providing and laying cement concrete coping in (1:2:4) with max size of crusher broken aggregate upto 20 mm. including shutterring etc. with all leads of material complets in all respect in thickness of 50 mm.
3036
971520
320
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: 20mm
125.84
39136
311
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
4701
1358589
289
Cement concrete lining of mix (1:3:6) M-10 with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering and curing etc. complete for canal bed of thickness 7.5 cm.
2697
1229832
456
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.
56.4
12408
220
Side shuttering including propping etc. complete (to achieve finish F 2 for :
-
-
-
Top or intermediate bed plates, in between masonry or piers, abutments sluice wells etc.
135.6
25086
185
Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove
41.54
9346
225
Stone patties edges hammer dressed including all lead and lift.
-
-
-
Length up to 1.50 m and thickness 50 mm and above
70.8
56640
800
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.
-
-
-
queduct 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.
63.4
25360
400
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 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 A. Rate of work with all materials
1875.86
236358
126
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 75mm x 12mm uncladed
1.44
538
374
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 x12 mm (33 mm Bulb) Uncladded
2.88
1811
629
Providing ,fabrication, threading (Square and V threading as required) , 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 approved drawings with all lead and lifts, including packing & forwarding transportation charges for structural steel components and other materials.Rate Rate for single start square threading for 56mm dia./ 50mm dia/ 45mm dia. round bar with materials
338.8
57257
169
Providing of MS Nut Bolts of required size and type, as per specifications with testing, including all lead and lifts, packing & forwarding charges for all components etc. complete.
8
984
123
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 50mm dia. threaded Nut (Model M-75), 0.750
tonne capacity, approx-45 kg weight
90
18090
201
Oiling and greasing work of gate parts like headstock, headstock parts, roller assembly, operating rod sealing frame guide tee with all labour tools and tackles etc and material for vertical lift sliding type/fix wheel gates.
-
-
-
for gate size upto 1sqm
2
2924
1462
Painting of Spillway gates, sluice gates, canal gates (both vertical or radial),stop log gates, exposed embedded parts and all un machined ferrous surface (hoist cylinders, cylinder heads, hydraulic piping, pipe fittings, bonnet covers), exposed to water as per IS 14177,for which surface preparation by blast cleaning of class "B" primer coat (one coat) of inorganic zinc silicate (preferably airless spray)or alternatively, two coats of zinc rich primer(containing not less than 85% zinc on dry film) to give dry filmthickness of70 ± 5 micron and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 micron per coats. Thus, total dry film thickness of all the coats, including primer coating, should not be less than 350 microns, this will be 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 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 be cleaned of loose dust and debris and/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 upto 1.5 m height.
1.73
1084
627
Supplying and laying quarry spalls properly graded but not more than 10cm in sizewith spreading in required profile including all leads & lifts
1075.2
813926
757
Supplying stone, spall and laying Rip rap in required profile properly hand packedusing stone of specified size including all lead & lifts
463.8
725847
1565
23 cm thickness (± 5 % thickness tolerance)
-
-
-
Only labour charges for laying of rip rap stone in required profile / thickness and hand packed properly using stones already available at site, including all lead and lift.
248.4
109296
440
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)
2761.04
262298
95
Providing, lowering, laying, aligning, fixing in position and jointing in trenches. Ductile Iron(DI) ISI marked K-7 grade S&S pipes as per IS: 8329-2000 (amended up to date) with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS:5382-1985 including all taxes(central and local), transportation and freight charges, inspection charges, loading/unloading charges stacking of pipes including cost of labour and material special (T-bend etc.) satisfactorily hydraulic testing, disinfection etc complete as per technical specification and direction of engineer incharge (excluding earthwork ).
Note-Providing and fixing of all requisite sepecials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid seperately. 250mm
25
79025
3161
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.
1029
61740
60
Supplying, Laying & consolidation of quarry rubbish to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete.
594
325512
548
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements