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.
Costs
EMD
Refer DocumentsDocument Cost
₹ 5,000Tender Fee
₹ 1,000
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
2021_WRDAS_238007_1Bid Award Id
ViewTender No
NIT NO 05/2021-2022 ACE WR ZONE UDRTender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://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
... More
Soft/disintegrated rock
4123.1
-
118
... More
Hard rock not requiring blasting
8246.21
-
176
... More
Phylites & other hard rock requiring nominal blasting
4123.1
-
259
... More
Extra for excavation under water for all type of strata including dewatering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continous pump running should only be considered
-
-
-
... More
Soft rock
2473.86
-
29.5
... More
Hard rock not requiring blasting
8246.21
-
44
... More
Phylites & other hard rock requiring nominal blasting
4123.1
-
64.75
... More
Drilling holes of 35 mm diameter for anchor rods
i) Upto 1.50 m. depth
1149
-
108
... More
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
766
-
191
... More
Supply of Tor steel anchor bars of required diameter,length and shape at site of work complete.
8856.49
-
59
... More
Preparation of foundation of structure including removal of all loose stones,silt and final washing.
(a) By manual labour
5568.65
-
23
... More
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(1cement:3coarsesand) 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 (d) 20 mm
3040.95
-
4493
... More
Providing and Laying in position of Cement concrete Design mix M-25
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 420 kg/ cum of concrete)
(d) 20 mm
2554.84
-
5253
... More
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:3coarsesand) 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)
(d) 20 mm
4551.18
-
4949
... More
Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface.
PCC Nominal Mix 1:2:4 with plum
(b) Max size of Aggregate 40 mm
6116.43
-
4032
... More
Side shuttering including propping etc. complete (to achieve finish F 2
for :
(a) Block joints of foundation stilling basins buckets, aprons etc. (non -
suspended horizontally laid mass concrete)
608.6
-
127
... More
Retaining wall, counterfort, abutment, wing walls up stream or downstream slope facings of dams and open faces of construction joints etc
7376.74
-
173
... More
Curved edges or sides of special shapes like baffle or chute blocks, end
sills, Basin Block, projected copings, extended sills, curved surfaces
arches, circular ducts etc.
2618.47
-
280
... More
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
(ii) Tor or ribbed bars (IS :1786-1985
200072.99
-
72
... More
Extra labour charges for RCC due to obstruction in laying and placing
the reinforced cement concrete due to reinforcement.In foundation rafts, beams, columns bases stilling basins, buckets,
aprons etc. (non suspended horizontally laid mass concrete)
1922.4
-
124
... More
Extra labour charges for RCC due to obstruction in laying and placing
the reinforced cement concrete due to reinforcement.
( c )Aqueduct 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.
3114.71
-
346
... More
Colums, slabs, contievers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
403.32
-
175
... More
Extra for computerised password protected composite weight-batching and mixing plant with suitable
green concrete transportation mechanism or transit mixer
15040.11
-
230
... More
Extra lead of excavated material.
(a) Beyond initial lead of 50 m & upto 250m
16492.41
-
7.8
... More
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
11268.07
-
8
... More
Refilling the excavated earth (excluding rock) in trenches, plinth side of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water, loading and un-loading wherever required with cost of dewatering wherever
required.
2061.55
-
65
... More
Supply & fixing 6 mm thick rubber water seal of approved quality in construction/contraction joint as per drawing complete in all respect.(i)200 mm wide
280
-
450
... More
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.
(b)Add extra for each subsequent lead of 500m or part, there of beyond ½ Km
and up to 5 km
437.5
-
98.1
... More
Watering of earth including cost of carriage of water when source of water is
(a) up to 1 Km
437.5
-
9.1
... More
Compaction of earth or highly weathered strata
(b) By manually or plain roller. (density 90% of Proctor)
437.5
-
20
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements