Water Resources Department Tender
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Water Resources Department - WRD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date5 Jul 2024
Closing Date18 Jul 2024
Tender Amount₹ 21,00,000
Costs
EMD
₹ 42,000Document Cost
₹ 1,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_WRDAS_402395_1Bid Award Id
ViewTender No
NIT No 3 Year 2024-25 Work no 1Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://http://water.rajasthan.gov.in/wrd
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BOQ Items
b) Hard soil mixed with kankar/boulders, morrum.
63
7497
119
Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50m and lift up to 1.5m. in dry or moist including dressing of excavated area, de-watering wherever required complete in all respect.
-
-
-
a) Soft/disintegrated rock.
63
10143
161
b) Hard rock not requiring blasting
63
15246
242
c) Phylite & other hard rock requring nominal blasting
31.5
10899
346
Add extra over item No. 1 to 8 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
100.4
853
8.5
Preparation of foundation of structure including removal of all loose stones, silt and final washing. By compressed air & water under pressure
150
10500
70
Drilling holes of 35 mm diameter for anchor rods.Upto 1.50 m. depth
70
9030
129
Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete
45
11025
245
Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete
385
27720
72
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 mortor (Poor Quality)
15
6056
403.76
Preparation of surface of existing concrete surface/ masonry in lime mortar cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the
work complete.
135
27675
205
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.
320
70400
220
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
32
159200
4975
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
180
919080
5106
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 20 mm
100
598800
5988
Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.
100
20000
200
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)
770
68530
89
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 1:5
12
49632
4136
Add extra over item no. 1 to 7 for Masonary work in superstructure
7
1484
212
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.(Poor Quality)
50
700
14
Plaster in cement sand mortar(1:3) including racking of joints, smooth finishing and curing etc. complete including all leads of all construction materials, of thickness: 20 mm
50
16450
329
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 by vibro compactor, vibro sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98 % of standard proctor's density with initial lift of 1.5 m(excluding charges for compaction and watering) including loading & unloading wherever required complete in all respect. With lead beyond 250 m and up to 750 m (½ Km)
70
8295
118.5
Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor)
70
1750
25
Watering of earth including cost of carriage of water when source of water is up to 1 km
70
882
12.6
Re-handing 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 Mixed strata muck
300
32700
109
Extra charges for disposal of excavated/re-handled material in required profile laid in uniform layers and given side slopes well dressed having layer thickness including loading and un-loading wherever required with cost of dewatering wherever required complete in all respect Not exceeding 20cm
300
2430
8.1
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