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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.4 LAdmitted-Finance VPO JALGRAN TEH DISTT UNA HP | UNA | HIMACHAL PRADESH | 174301 | L1 | Admitted-Finance | |
| 2 | L2₹80.3 L+₹89,530 (1.13%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹87.0 L+₹7.5 L (9.47%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹90.0 L+₹10.5 L (13.3%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹97.9 L+₹18.5 L (23.3%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAVINDER SINGH, GOVT. CONTRACTOR L1 | M/S KULDEEP SINGH GOVT CONTRACTOR L2 | Devinder Singh Sambyal L3 | RAJESH KUMAR L4 | JASVIR SINGH L5 | SH ASHWANI KUMAR L6 | M/S KULBIR SINGH L7 | M/S RAJEEV SINGH CONTRACTOR L8 | RAJAN SHARMA L9 | PEER BABA ASSOCIATES L10 | Mahmood Khan Govt. Contractor L11 | SUMANT SINGH JAMWAL L12 | sanjeev singh L13 | Shiv Kumar Khajuria L14 | Shah Nawaz L15 | Satish Samyal L16 | M/S Kulbushan Singh Contractor L17 | M/S Gopal Singh Contractor L18 | VED KISHORE GUPTA , GOVT. CONTRACTOR L19 | Zaffer Iqbal Contractor L20 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in rough excavation earth in layers not exceeding 20 cm in depth breaking clause, watering with each layer half ton roller wooden steel ramming and rolling every third top layer with power road of minimum 8 ton and dressing up in embankment for lead upto 50 m and lift upto 1.50m in all kinds of soil. | 11 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 2.00 | Providing and filling RBM including loading, unloading, carriage in layers 20 cm depth consolidation with 8-10 ton Road Roller, watering, dressing complete in all respects including all sort of taxes as per item no.1 (B) | 18,000 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size). | 53.75 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 4.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All works upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size. | 1,826 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 5.00 | Centering and shuttering including strutting propping and removal of form work for Foundation footings bases of column and walls (any thickness) | 3,169 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 6.00 | 12mm thick plaster in 1:4 | 1,714 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7.00Carriage of material by mechanical transport:- | |||||||||||||||||||||||
| 7.01 | Sand | 1,868 | Sqm | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 7.02 | Stone aggregate | 1,876 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
| 8.00 | Dumping of stones horizontally back of R/wall excluding cost of stones | 900 | Cum | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - | - |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
15 Feb 2020, 4:00 pmClosed
ER. AGNINDER BAKSHI
O/o EXECUTIVE ENGINEER, SIDCO CONTSTRUCTION DIVISION BARI BARHAMAN
Construction of Retaining wall, Parapit, preparation of formation level by way of RBM filling and Earthwork I cutting of Road connectivity Phase Ist with Phase-II from Rd 450-900 mtrs at Industrial Growth Centre Samba.
2020_SIDCO_91794_11
E- NIT No 23 of 2019-20 Dt 16-01-2020.
Open Tender
Civil Works
Item Rate
40 days
SAMBA
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,000
EXECUTIVE ENGINEER, SIDCO CONSTRUCITON DIVSION BB
₹3.4 L
27 Feb 2020
6 Feb 2020
17 Feb 2020
6 Feb 2020
15 Feb 2020
6 Feb 2020
Amount
Earth work in rough excavation earth in layers not exceeding 20 cm in depth breaking clause, watering with each layer half ton roller wooden steel ramming and rolling every third top layer with power road of minimum 8 ton and dressing up in embankment for lead upto 50 m and lift upto 1.50m in all kinds of soil.
Providing and filling RBM including loading, unloading, carriage in layers 20 cm depth consolidation with 8-10 ton Road Roller, watering, dressing complete in all respects including all sort of taxes as per item no.1 (B)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All works upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size.
Centering and shuttering including strutting propping and removal of form work for Foundation footings bases of column and walls (any thickness)
12mm thick plaster in 1:4
Carriage of material by mechanical transport:-
Stone aggregate
Dumping of stones horizontally back of R/wall excluding cost of stones
Supply of stones, Boulders of nominal size including carriage
M/S KULDEEP SINGH GOVT CONTRACTOR
Devinder Singh Sambyal
RAJESH KUMAR
JASVIR SINGH
SH ASHWANI KUMAR
M/S KULBIR SINGH
M/S RAJEEV SINGH CONTRACTOR
RAJAN SHARMA
PEER BABA ASSOCIATES
Mahmood Khan Govt. Contractor
SUMANT SINGH JAMWAL
sanjeev singh
Shiv Kumar Khajuria
Shah Nawaz
Satish Samyal
M/S Kulbushan Singh Contractor
M/S Gopal Singh Contractor
VED KISHORE GUPTA , GOVT. CONTRACTOR
Zaffer Iqbal Contractor
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