Water Resources Department Tender
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Costs
EMD
₹ 9,48,000Document Cost
₹ 5,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_WRDAS_183135_1Bid Award Id
ViewTender No
2020_WRDAS_NIT1_SEjprTender Authority
Water Resources Department ViewPurchaser Address
-
GEM & Bid Advisory Services
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Documents
BOQ Items
Extra for lead beyond 250 m and up to 750 m (for avarage 1/2 km
17142.78
-
7
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 having well graded crusher broken stone aggregate of maximum size up to 40mm
822.4
-
3253
Plum concrete well mixed and laid in position including curing and finishing etc. including all leads of all construction material complete in all respect with well graded crusher broken stone aggregate of maximum size 80 mm in following proportion with 17% use of plums of more then 150 mm size embeded in plum concrete (1:3:6)
1840.8
-
2931
Cement concrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20
2116.14
-
3860
Cement concrete design Mix M-20 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 20mm
1028
-
4669
Cement concrete design Mix M-25 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size up to 20mm
2059.48
-
5490
Extra charge of concrete if composite weigh-batching and mixing plant is used
7866.82
-
150
Side shuttering including propping etc. Complete (to achive finish F2 for) Retaining wall, U/S or D/S , slope facing of dams and open faces of construction joints etc.
5489.85
-
145
Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete) Add extra for curved edges or sides of special shapes like baffle or chute blocks end sills, projected copings, extended sills etc.
324
-
131.25
Side shuttering including propping etc. complete (to achieve finish F 2 for : Block joints of foundation stilling basins buckets, aprons etc. ( non -suspended horizontally laid mass concrete)
4680.4
-
105
Supplying & fixing 6 mm thick rubber/ water seal of approved quality in construction/ contraction joints as per drawing complete in all respect. 305 MM wide
235.4
-
495
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. Earth/ Soil
1451.37
-
60
Compation of earth or highly weathered strata. By mechnical equipment such as sheep foot roller / pneumatic tyred roller / vibro compactor required as per site condition to obtain dry density of at least 98% of standard proctor's density
1451.37
-
29
Watering of earth including cost of carriage of water when source of water is up to 1 Km
1451.37
-
7.4
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. Tor or ribbed bars (IS:1786-1985)
126938.86
-
61
Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement.In foundation raft, beams, columns bases, stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)
2036.95
-
103
Extra labour charges for 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.
1385.53
-
145
Dry stone masonry including all leads of contraction material
240
-
981
Lip Cutting and final dressing as per designed section including re-handling and disposal of excavated earth in layers 20 cm on embekments etc. eith cost of de-watering wherever required, and complete in all respect.
1000
-
19
Supplying and laying sand in required profile including all lead & lifts
247.4
-
866
Supplying and laying aggregate in layers and profile as specified including all leads & lifts Broken ballast 20 to 40 mm size
180
-
779
supplying and laying aggregate in layers and profile as specified including all leads & lifts Broken ballast 40 to 80 mm size
180
-
720
Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts 23 cm thickness (+_ thickness tollerance)
230
-
1004
Supplying and laying quarry spalls properly graded but not more than 10cm in size with spreading in required profile including all leads & lifts
150
-
426
Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 15 cm x 15 cm (surface area of crate will be measured) made of wire of 5 mm diameter.
2200
-
150
Filling crates with stone, in position at site including hinging with hot dipped G.I. Wire 5 mm dia, excluding cost of wire crates, including cost of stones, complete in all respects.
900
-
550
Recharge Shaft - 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
182
-
1380
Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.50 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. Hard soil/Dense soil
7.84
-
59
Cement concrete (1:2:4) M-15 well mixed and laid in position complete including all leads of all construction materials including curing and finishing having well graded crusher broken stone aggregate of maximum size upto 20
0.63
-
3860
Supplying and laying aggregate in layers and profile as specified including all leads & lifts.
-
-
-
Broken ballast 20 to 40 mm size
2.52
-
779
Broken ballast 40 to 80 mm size
2.52
-
720
Supplying and laying sand in required profile including all lead & lifts.
1.27
-
866
Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness Diameter 900 mm
12
-
661
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. 250mm nominal bore
182
-
2590
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