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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹40.5 LAccepted-AOC GOPALKATA GOSABA SOUTH 24 PARGANAS | KOLKATA | WEST BENGAL | 700070 | 1 | Accepted-AOC L1 Bidder | |
| 2 | 2₹40.6 L+₹6,759.54 (0.17%)Rejected-Finance | 2 | Rejected-Finance L2 BIDDER OFFERED HIGHER RATE | |
| 3 | 3₹40.7 L+₹14,566.79 (0.36%)Rejected-Finance | 3 | Rejected-Finance L3 BIDDER OFFERED HIGHER RATE |
Tender Value
₹40.5 L
EMD Value
₹81,000
Closing Date
25 Jan 2018, 5:30 pmClosed
bdo kaliachak1
BDO KALIACHAK1
Construction of Additional Class Room at Kaliachak College under Kaliachak-I Dev. Block Malda out of MAME fund PART-II
2018_DMM_148681_2
BDO/KCK-I/NIET- 12 (e) of 2017-2018
Open Tender
CIVIL WORKS
Item Rate
90 days
kaliachak college
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹81,000
7 Feb 2020
12 Jan 2018
29 Jan 2018
12 Jan 2018
25 Jan 2018
12 Jan 2018
Amount
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in First floor as per relevant IS codes. (A) Pakur Variety Stone.
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in Second floor as per relevant IS codes. (A) Pakur Variety Stone.
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in Third floor as per relevant IS codes. (A) Pakur Variety Stone.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood plank of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of First floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood plank of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of Second floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood plank of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of Third floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of First floor. (i) Tor steel/Mild Steel.(II) Other than SAIL/ TATA/RINL
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of Second floor. (i) Tor steel/Mild Steel.(II) Other than SAIL/ TATA/RINL
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of Third floor. (i) Tor steel/Mild Steel.(II) Other than SAIL/ TATA/RINL
Brick work with 1st class bricks in cement morter (6:1). (b) In superstructure, Ground floor
Brick work with 1st class bricks in cement morter (6:1). (b) In superstructure, First floor
Brick work with 1st class bricks in cement morter (6:1). (b) In superstructure, Second floor
Brick work with 1st class bricks in cement morter (6:1). (b) In superstructure, Third floor
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. In ground floor.
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. In first floor.
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. In Second floor.
M/S A ALI AND BROTHERS
M/S RION ENTERPRISE
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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