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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LRejected-Finance | 1 | Rejected-Finance Non-Responsive | |
| 2 | 2₹5.3 L+₹13,779.94 (2.67%)Rejected-Finance | 2 | Rejected-Finance Non-Responsive |
Tender Value
₹4.1 L
EMD Value
₹8,140
Closing Date
16 Apr 2020, 1:00 pmClosed
Executive Engineer
Executive Engineer Gohana W/S Division Gohana
Dismantling of old bridges at RD 49792, 58800, 79100 of Butana Branch and repair of lining
2020_HRY_125561_9
3519/15A dt 20/03/2020
Open Tender
Civil Works - Canal
Works
75 days
GOHANA W.S Division Gohana
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Executive Engineer Gohana W.S. Divn. Gohana
₹8,140
Yes
6 Jun 2022
3 Apr 2020
16 Apr 2020
4 Apr 2020
16 Apr 2020
4 Apr 2020
Amount
Dismantling of RCC 1:2:4 with cleaning and straightening and cutting of bars if required. HSR item no. 8.6 (e) @ 108.05+550% ZP = 702.33/cum
Dismantling of Brick work 1:3 in cement. Motor HSR item no. 8.5 (b) @ 35.60+550% ZP = 231.40/cum
Earth work excavation in ordinary soil with lead up to 15 mtr. for slippers HSR item no. 6.2 (b) @ 586.60+425% ZP = 3079.65/100 cum
Laying CC 1:2:4 with stone agg. 20 mm nominal size for slippers (same as earthwork) HSR item no.10.64 @ 580.29+450% ZP =3191.60
Laying design mix C.C M-15, 15 cm. thick lining in bed as per PWD H.S.R.10.64=580.2+450 % @3191.60x0.15 = 478.24/sqm
Laying CC 1:2:4 side lining Laying design mix C.C M-15, HSR 10.64 15 cm. Thick side lining asper PWD specification @3191.60X0.15+478.24/sqm
Laying CC 1:2:4 with stone agg. 20 mm nominal size for coping. HSR item no. 10.41 @ 615.60 + 450% ZP = 3385.8/cum
1st class brick work laid in cement sand mortar 1:3 for coping HSR item no. 11.5 @ 461.40 + 650% ZP = 3460.50/cum
Cement pointing deep variety on brick C.M. 1:2 HSR item no. 15.60 @ 9.90 + 500% ZP = 59.40/sqm
Extra allowance for scaffolding in concrete lining HSR item no. 19.16 @ 1.58 + 450% ZP = 8.69/sqm
Dressing bed & preparation of sub grade for lining HSR item no. 19.1 @ 0.65+550% ZP = 4.23/sqm
Dressing side slope & preparation of Sub grade for lining HSR item no. 19.2 @ 0.97 + 550% ZP = 6.30/sqm
Putting cement (side slope ) send slurry 6 mm thick on prepared bed and side slope in C.M. 1:3 HSR item no. 19.12 @ 5.10 + 450% ZP = 28.05/sqm
Earth work excavation in ordinary soil exclusive undressed with a combined lead and overall lead upto 60 mtr on both bank HSR item No. 6.2 B,C (i) @ 586.60+22.65x6+425% ZP = 3793.12/100 cum
Credit of dismantled brick masanary
Credit/scrap of old steel bar
HARINDER PHOGAT
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