Water Resources Department Tender
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Costs
EMD
₹ 45,000Document Cost
₹ 1,000Tender Fee
₹ 500
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
2024_WRDAS_429950_4Bid Award Id
ViewTender No
NIT 09/2024-25_ABJ_Ajmer IITender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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BOQ Items
(B) Hard soil/Dense soil
1.96
95
186.2
Excavation including loading unloading disposal and dressing of excavated rock within 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.
78.37
161
12617.57
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 byvibro compactor, vibro sheep foot roller sheep foot roller/ pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density within initial lift of 1.5 m (Excluding charges for compaction and watering) including loading and unloading wherever required complete in all respect. With initial lead of 250 m With lead beyond 250 m and upto 750 m (½ Km)Add extra for each subsequent lead of 500 m or part thereof beyond ½ Km and upto 5 Km
646.7
216
139848.88
Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
646.7
25
16167.5
Watering of earth including cost of carriage of water when source of water is a) upto 3 km
646.7
22
14615.42
Extra lead over item no 2 to 4 of excavated material. (a) Beyond initial lead of 50m & upto 250m. (b) Add extra over item 10 (a) for lead beyond 250m & upto 750m (for average 1/2Km).
130.28
18
2377.61
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 : 3coarse 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
40.78
5093
207692.54
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 20mm
0.16
5648
903.68
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, Max size of Aggregate 20 mm
90
5224
470160
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;(d) 20 mm
79.38
6091
483503.58
R.R. stone Masonry Kharanja with proper packing of chipping stones using hammer as per IS specification (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 all leads of all construction materials, curing etc. complete in 1: 6 Cement Mortar
48.36
4315
208673.4
Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.
1.34
576
772.91
Supplying, Laying & consolidation of Quarry Rubbish/spalls / murranda to required grade & camber in layers not exceeding 15 cm thickness (loose) by road roller as per specifications including dressing etc. complete.
27
584
15768
Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or downstream
slope facings of dams and open faces of construction joints etc.
234.16
220
51515.2
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)
1607
89
143023
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement (b) Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
79.38
200
15876
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.
130.28
91
11855.48
Drilling holes of 35 mm diameter for anchor rods. i) Upto 1.50 m depth
111.6
129
14396.4
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
93
245
22785
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete
264.49
72
19043.28
Dismantling old plaster or skirting, racking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 m lead, inclusive of de-watering wherever required.
457.19
20
9143.8
Plaster in cement sand mortar (1:4) including racking of joints smooth finishing curing etc complete including all lead of all cosntruction materials of thickness 20 mm
457.19
314
143557.66
Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping. 250 mm nominal bore
45.5
1597
72663.5
Supplying and laying aggregate in layers and profile as specified including all leads & lifts. This item is to be used only for laying filter / inverted filter
-
-
-
A) Broken ballast 20 to 40 mm size
0.64
1174
751.36
B) Broken ballast 40 to 80 mm size
0.64
1047
670.08
Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts. This item is to be used only for laying filter / inverted filter
0.32
1799
575.68
Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness. Diameter 900 mm
2.5
766
1915
Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.
250 mm Nominal Bore.
45.5
3126
142233
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