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Tender Value
₹7.3 L
Closing Date
9 Feb 2022, 5:00 pmClosed
DFO Kamraj Forest Division, Zangli, Kupwara.
DFO Kamraj Forest Division, Zangli, Kupwara.
Construction of DRSM Check Dams Laying of Crate wire Structure and Construction of Water Harvesting Pond at various spots in Kehnusa Bandipora Co.38 K Kandi Range
2022_FD_158646_4
e NIT 11 of 2021-22 (Kamraj Forest Division)
Open Tender
Civil Works
Item Rate
45 days
Kehnusa Bandipora
Refer Tender docs
2 documents required · 2 mandatory
₹300
Government Treasury under Account Head 0406-Forest
Exempted
15 Feb 2022
4 Feb 2022
10 Feb 2022
4 Feb 2022
9 Feb 2022
4 Feb 2022
Amount
Construction of Water Harvesting pond, at Khynoosa co 38/kEarth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth up to 1.5mtr. including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled and neatly dressed a) All kind of soil
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth up to 1.5mtr. including disposal of excavated earth up to 1 mtr from cutting edge, disposed earth is to be leveled and neatly dressed b) Ordinary rock
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5 m, as directed by Engineer-in-Charge. a) All kinds of soil
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead up to 50 meters and lift up to 1.5 m, as directed by Engineer-in-Charge. b) Ordinary rock
Laying/Dumping of soling stone in horizontal excluding cost of stones
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. a) 1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) crushed
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. b)1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) crushed
Centering and shuttering including propping, strutting etc. & removal of form for; walls (any thickness) including attached pilasters buttresses, plinth & string courses
15mm cement plaster of mix 1:4 ( 1 cement : 4 Course sand)
Carriage of different materials from source to site of work a)sand average 35 Km by MT & 250m HL (17.25 CUM) b)Stone aggregate average lead of 35km by MT & 250m HL (31.74 CUM) c)cement average lead of 35 km by MT & 250m (7.79 MT)
Construction of DRSM check dam with fashioning of stones to be used along the exposed faces with bond stones including earth work in excavation in all kinds of soils / ordinary rock/ hard rock (as per site ) in trench with an average minimum depth of 1’-0” throughout the length of foundation including all necessary lead and lifts , excluding cost of stones,but including its carriage up to site of work,(Stake measurement to be reduced by 15% for voids) including numbering of DRSM check dams by paint complete job
Execution of Soil Conservation works (as detailed below) by way of 5 No. of crate wire structures near Co. 38/K Kehnusa..........Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: in all kinds of soil 1m from cutting edge 1x16’-0”x5’-0”x [6”+ 1’-0”] = 60cft or 1.70cum 2 1.70 Cum x 20 = 22.656 Cum
Hand-packing stones in wire-crates; excluding cost of crates and stones 16’-0”x4’-0”x4’-0’=256cft or 7.25cum Deduct 15% voids = 1.08 cum T = 6.17 cum x20 = 123.4 cum
Carriage of stones average lead of 600 m by head load Qtty vide (3) = 6.17 cum x20 =123.4 Cum
Supply of crate wire mesh (4”x4”) including carriage up to site of work 1x 16’-0”x 16’-0”= 256 sft Lids 2x 4’-0”x4’-0”= 16 sft 288sft @ 220gram / sft = 63.36kg x20=1267.20 Kg
M/s KHURSHID AHMAD PIRZADA
ALI MOHAMMAD DAR
Mohammad Ramzan Gannie
M/S MUDASIR MOHI-UD-DIN WAR
M/s Munazir Ahmad Lone
M/s Nazir Ahmad Lone
HILAL AHMAD MIR
M/s Ashiq Hussain Mir
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