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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹13.4 L+₹58,513.55 (4.57%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹14.8 L+₹2.0 L (15.6%)Rejected-AOC HIMACHAL PRADESH | L3 | Rejected-AOC Rejected | |
| 4 | L4₹14.9 L+₹2.1 L (16.3%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | L5₹15.5 L+₹2.7 L (21.0%)Rejected-AOC VILLAGE FANDHAR PO KALHANI TEHSIL BALICHOWKI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L5 | Rejected-AOC Rejected |
Tender Value
₹16.4 L
EMD Value
₹24,550
Closing Date
13 Jan 2022, 6:00 pmClosed
Divisional Forest Officer
Divisional Forest Officer, Bilaspur Forest Division, Distt. Bilaspur, HP
Construction of renovation and construction of percolation tank (Pond) at C-6a Chandoh, in Nihari beat of Bharari Forest Range under Bilaspur Forest Division, Distt. Bilaspur (H.P.)
2022_FD_55416_2
No. 10973 dated 05.01.2022
Open Tender
Civil Works
Item Rate
Bilaspur
Please refer Tender Document
8 documents required · 8 mandatory
₹500
DFO Bilaspur
₹24,550
11 Sept 2022
6 Jan 2022
14 Jan 2022
6 Jan 2022
13 Jan 2022
6 Jan 2022
Amount
Clearing jungle including uprooting of rank vegettion, grass, brush wood , trees and saplings of girth upto 30 cm. measured at a height of 1 metre above ground and removal of rubbish upto a distance of 20 metres outside the periphery of the area cleared: upto 30 cm Girth:
Excavation work by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m 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 a lead of 50 m. Ordinary Rock.
Stone soiling properly hand packed filling interstices with spalls & consolidating with hard stone of approved quality in Apron.
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.
Construction of Dry Stone Masonary including rough Dressing and placing
Providing and laying cement concrete 1:2:4 (1 cement :2 Sand :4 graded stone aggrigate 20 mm nominal size) and curing complete excluding cost of Form work and reinforcement reinforced concrete work in Apron of 40 mm nominal Size of Coarse aggaregate.
Providing and laying cement concrete 1:2:4 (1 cement :2 Sand :4 graded stone aggrigate 20 mm nominal size) and curing complete excluding cost of Form work and reinforcement reinforced concrete work in Apron of 20 mm nominal Size of Coarse aggaregate.
Providing and laying cement concrete 1:1.5:3 (1 cement :1.5 Sand :3 graded stone aggrigate 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.
Barbed Fencing With RCC Post
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, 1.5 m 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.
Dry Rubbl masonry in breast walls, retaining walls, revetmebent 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, 1.5 m 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 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10×12 (D=100 mm with tolerance of ±2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular totwist, typing with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least diamension of 200 mm, as per drawing, 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, 1.5 m 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.
shubh Contractor
PRATEEK THAKUR GOVT CONTRACTOR
Suryaprakash
HARISH KUMAR
Jitender Kumar
Nishant Chauhan
HAKAM CHAND
Anil Kumar
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