Watershed Development And Soil Conservation Department Tender
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Costs
EMD
₹ 1,47,000Document Cost
₹ 1,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_WDSC_200897_4Bid Award Id
ViewTender No
150-55 DATE 24.09.2020Tender Authority
Watershed Development And Soil Conservation Department ViewPurchaser Address
-Website
http://https://www.karnataka.gov.in/watershed/Pages/home.aspx
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Documents
BOQ Items
Excavation in dry or moist and disposal of excavated material within initial lead of 30m and lift of 1.5m including dressing etc. complete
28500
-
63
Re- handling excavation 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 including loading and un-loading wherever required with cost of dewatering wherever required. FOR CORE WALL
720
-
58.5
Excavation in dry or moist and disposal of excavated material within initial lead of 30m and lift of 1.5m including dressing etc. complete lead upto 20 km FOR CORE WALL
720
-
255.33
Earthwork for bund in hard soil with help of tractor attached with scraper including laying of layers in 15 cm, breaking of clods, sorting of grass,ramming and dressing when compacted manually or by plain rollerwith initial lead of 250m and lift 1.5m (excluding charges for compaction and watering) including loading and unloading wherever required complete in all respect
21854
-
74.7
Watering of earth including cost of carrige of water when source of water upto 3 KM
21854
-
14.85
Compaction of earth by manually or plain roller ( Density 90 % of Proctor)
21854
-
18
P&L stone Pitching hammer dressed for waste weir
594
-
1055
Supply of Murrum lead up to 20 km
600
-
633.91
Spreading of murrum over embankment
600
-
51.63
Up rooting of vetiver/ moonja clumps from natural source
2.25
-
2500.29
Prunning & seprating of slips moomja
4.5
-
800.19
Planting & dressing
4.5
-
2473.54
Construction of TUBE-WELL upto 100m depth and above in all type of rocks by DTH system and over burden to accomodate casing pipe of following size in all type of soils and over burden including lowering of casing pipe but excludind cost of casing pipe as per IS 2800 (part I & II ) 1979 spwcifications . The work should be completed after obtaining sand free water . The tube well should have a throughout bore as per nominal dia of casing pipe. 250 mm dia Nominal size (minimum bore size of 250 mm )
550
-
1524.6
Earth work in execavation including loading unloading,disposaland dressing of execavated earth within initial lead of 50M and lift upto1.5m in dry or moist including dressing of execavated area with cost of dewatering wherever required and all applicable taxes and levies etc.complete in all respect. Hard soil
25.43
-
63
Cement concerete (1:2:4) well mixed laid in posit- ion complete including all leads of all construc- tion materials including curing and finishing having well graded broken stone aggreate of maximum size upto 20 mm.
1.51
-
4160.14
Supplying and laying aggregate in layers and profile as specified including all leads & lifts. River gravel 40 to 80 mm size
33.12
-
697.5
Supplying and laying aggregate in layers and profile as specified including all leads & lifts River gravel 20 to 40 mm size
35.71
-
807.3
Supplying and laying aggregate in layers and profile as specified including all leads & lifts River gravel upto 20 mm size
7.56
-
849.6
Supplying and laying sand in required profile including all lead & lifts.
7.56
-
1005.3
Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia
24
-
626.4
Providing &Fixing rigid PVC pipe dia. 75 mm
480
-
144.9
S/F of strainer pipes made of ERW MS black pipe ISI mark of 150 mm dia nominal bore size at the site of work including required size of slottings as per IS : 81110- 1985
432
-
1249.2
Bricks masonary in cement mortar 1:6 for Foundation and Superstructure.
40
-
4108.46
Cement plaster in cement sand mortar 1:4, 20mm thick.
150
-
168.65
Display board on work site & Work site Fhotograph (4"x6")
26
-
1500
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