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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹61.8 LAccepted-AOC | 1st | Accepted-AOC Lowest Bidder | |
| 2 | 2nd₹62.6 L+₹72,088.26 (1.17%)Rejected-AOC | 2nd | Rejected-AOC 2nd Lowest Bidder | |
| 3 | 3rd₹62.7 L+₹90,418.86 (1.46%)Rejected-AOC | 3rd | Rejected-AOC 3rd Lowest Bidder |
Tender Value
₹41.5 L
EMD Value
₹83,038
Closing Date
11 Jan 2023, 2:00 pmClosed
SE PWD Silchar Building Circle Silchar
SE PWD Silchar Building Circle Silchar
Civil, Sanitary Water supply and Electrical Work
2023_PWBNH_28723_1
SBC/CS/2022-23/12/648
Open Tender
Civil Works - Building
Item Rate
90 days
Gutguty in Hailakandi District
As per NIT
5 documents required · 5 mandatory
₹1,000
₹83,038
Yes
SE PWD Silchar Building Circle Silchar
15 Mar 2023
9 Jan 2023
12 Jan 2023
9 Jan 2023
11 Jan 2023
9 Jan 2023
9 Jan 2023 - 11 Jan 2023
10 Jan 2023
Amount
Clearing jungle including uprooting of rank getation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 mabove ground level and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared.
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) including getting out and disposal of excavatedearth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. 2.7.1 Ordinary rock (i)Kitchen - 1 x 358.10 x 1.20 =429.72 m3 (ii)Sentry Post- 1 x 3 x 37.21 x 1.10= 122.79 m3 (iii)Bunker - 1 x 220.00 x 3.10 x 1.00 = 682.00 m3. 1 x 3 x 24.30 x 13.60 x 1.20 = 1189.73 m3 T= 2424.24 m3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:6.1.1 Cement mortar 1:4
Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level : 4.1.8 - 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
Providing and laying 75 mm thick compacted bed of dry brick aggregate etc.
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40 mm thick with 20 mm nominal size stone aggregate
Construction of Temporary shed (Kitchen/Barrack) of bamboo structure, C.I. Sheet wall and roofing with Jati Bamboo Post & Post plate tying with Plastic rope and Bhaluka Bamboo bracing and tie binding with G.I wire (18 gauges) and then fixing C.I sheet over Bamboo purlings etc complete . The C.I sheet wall should be tied with half Bamboo kamies with post and bracing etc complete as specified and direct.
Construction of Temprary Shed (Kitchen/Barrack) of bamboo structure, C.I. Sheet wall and roofing with Jati Bamboo Post & Post plate tying with Plastic rope and Bhaluka Bamboo bracing and tie binding with G.I wire (18 gauges) and then fixing C.I sheet over Bamboo purlings etc complete . 1 x 3 x 18.30 x 7.60=417.24
Construction of Sentry Shed of bamboo structure, C.I. Sheet wall and roofing withJati Bamboo Post & Post plate tying with Plastic rope and Bhaluka Bamboo bracing and tie binding with G.I wire (18 gauges) and then fixing C.I sheet over timber purlings etc complete as specified and directed. 1 x 3 x 3.05m x 3.05m= 27.91 m2.
Collection & Supply of filled up gunney bag including laying around the sentry post/banker Sentry Post -1 x 3 x 368= 1104 Nos. Bankers- 1 x 2316= 2316 Nos. T= 3420 Nos.
Construction of Bamboo barricade around the filled up gunney bags in Sentry post & Bunker Sentry Post- 1 x 3 x 12.20m = 36.60 Rm. Bunker- 1 x 56.40m = 56.40 Rm. 1 x 10.60 m= 10.60 Rm. T= 103.60 Rm
SMITA PAUL
Sri Hirakjyoti Paul
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