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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-Finance | L1 | Accepted-Finance Accepted | |
| 2 | L2₹22.5 L+₹3.6 L (18.9%)Accepted-Finance N A | NA | NA | 121004 | L2 | Accepted-Finance Accepted |
Tender Value
Refer Docs
EMD Value
₹51,300
Closing Date
3 Feb 2022, 5:00 pmClosed
DFO Kunihar
Divisional Forest Officer Kunihar Solan HP
CONSTRUCTION OF WATER HARVESTING STRUCTURE AT SUJHAILA NALA ARKI BEAT, ARKI RANGE , UNDER KUNIHAR FOREST DIVISION (HP)
2022_FD_56200_1
5049 dated 27.01.2022
Open Tender
Civil Works
Item Rate
50 days
DFO Kunihar
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
DFO Kunihar
₹51,300
4 Feb 2022
28 Jan 2022
4 Feb 2022
29 Jan 2022
3 Feb 2022
29 Jan 2022
Amount
Clearing jungle including uprooting of rank vegetation, grass,brush wood, trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground andremoval of rubbish upto a distance of 20 metres outside the periphery of the area cleared : upto
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within alead of 50 m.
Stone Soiling properly hand packed filling interstices with spalls & consolidating with hard stone of approved quality.
Random rubble masonry/polygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:4:8 (1 cement :4 sand 8 graded stone aggrigate 20 mm nominal size) at plinth level in Apron.
Providing and laying cement concrete 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of Form work and reinforcement reinforced concrete work in Apron of 40mm nominal Size coarse
Providing and laying cement concrete 1:2:4 (1 Cement:2 Sand:4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of Form work and reinforcement reinforced concrete work of 20mm nominal Size of Coarse aggaregate
Providing and laying cement concrete 1:1;5:3 (1 Cement: 1.5 Sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of Form work and reinforcement reinforced concrete work.
Providing mild steel/ Tor steel reinforcement for R.C.C work including bending, Binding and placing in position
Centering and shuttering including strutting, propping etc. and removal of form for :
Providing Sign Board
Carriage of Materials by Machanical Means (upto 10 Kmtr) Sand and agg. 20mm
Carriage of Materials by Machanical Means (upto 10 Kmtr) Stone (above 40mm)
Carriage of Materials by Machanical Means (upto 10 Kmtr) Cement And Steel
Carriage of Materials by Manual (lead upto 1550Mtr ) Sand and agg. 20mm & 40
Carriage of Materials by Maunal (lead upto 1550 MTr.) Cement and Steel
Earth work in excavation by mechanical means (Hydraulic excavator )/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) over areas ( exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 1.5 mas directed by Engineer-in-charge.
All kinds of soil
Dry Rubble masonary in breast walls, retaining walls, revetment walls, parapets etc.
Earth work in excavation by mechanical means (Hydraulic excavator )/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) over areas ( exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 mas directed by Engineer-in-Charge.
All kinds of soil
Providing & making Gabion structure with Mechanically Woven double 160414:2012, MORTH Clasus 2500, of required size , Mesh Type 10x12(D=100mm with tolerance of ± 2% ) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1 m interval and shallhave minumum 10 numbers of openings per meter of mesh perpendicular totwist, tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as perdrwaing, all complete as per direction of Engineer-in -Charge.
Earth work in excavation by mechanical means (Hydraulic excavator )/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) over areas ( exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 1.5 mas directed by Engineer-in-charge.
All kinds of soil
Rajender Thakur
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