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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-Finance VILLAGE SHEKHAI P O DHADI GUNSA TEHSIL ROHRU DISTT SHIMLA HIMACHAL PRADESH | ROHRU | SHIMLA | HIMACHAL PRADESH | ₹5.3 L | L1 | Accepted-Finance Accept |
| 2 | L2₹5.6 L+₹34,676 (6.56%)Rejected-Finance | ₹5.6 L+₹34,676 (6.56%) | L2 | Rejected-Finance Reject |
| 3 | L3₹6.6 L+₹1.3 L (24.3%)Rejected-Finance JOGINDER NAGAR | ₹6.6 L+₹1.3 L (24.3%) | L3 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | SUNEEL PACHNAIK L2 | AMIT KUMAR L3 | KAPIL DEV L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | 29.55 | Cum. | 500 ₹14,775 | 600 ₹17,730 | 478 ₹14,125 Lowest |
| 2.00 | Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge. GI wire 5 mm thick corresponding to SWG-6 15x15 mesh. | 156.26 | Sqm. | 500 ₹78,130 | 550 ₹85,943 | 443 ₹69,223 Lowest |
| 3.00 | Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge. | 39.06 | Cum. | 2,300 ₹89,838 | 3,000 ₹1,17,180 | 2,227 ₹86,987 Lowest |
| 4.00 | Boulder/Stone filling behind retaing wall & crate wall within all leads and lifts and as directed by the Engineer-in-charge. | 6.75 | Cum. | 2,650 ₹17,888 | 3,500 ₹23,625 | 2,589 ₹17,476 Lowest |
| 5.00 | Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.in foundation of block | 14.64 | Cum. | 14,000 ₹2,04,960 | 15,000 ₹2,19,600 | 13,442 ₹1,96,791 Lowest |
| 6.00Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- | ||||||
| 6.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 58.32 | Sqm | 550 ₹32,076 | 600 ₹34,992 | 487 ₹28,402 Lowest |
| 7.00 | Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete | 878.4 | Kg | 115 ₹1,01,016 | 150 ₹1,31,760 | 105 ₹92,232 Lowest |
| 8.00 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | 1.8 | Cum. | 13,500 ₹24,300 | 14,500 ₹26,100 | 12,817 ₹23,071 Lowest |
Tender Value
₹5.3 L
EMD Value
₹10,566
Closing Date
8 Apr 2026, 11:00 amClosed
EE Nerwa
EE Nerwa
SH CO wire creates at source RCC Anchor block phase I and II etc Under CRF
2026_HPIPH_133126_1
No-JSV-ND-CB-Tender/2026 10150-10199
Open Tender
Civil Works
Item Rate
90 days
Nerwa Division
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹10,566
12 Jun 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
8 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. | |||||
| 2Wire crates made of GI wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge. GI wire 5 mm thick corresponding to SWG-6 15x15 mesh. | |||||
| 3Wire crates of GI wire filled with boulders with square cut faces against the wire (wire crates to be measured and paid for separately , with in all leads and lifts as per the direction of the Engineer - in - Charge. | |||||
| 4Boulder/Stone filling behind retaing wall & crate wall within all leads and lifts and as directed by the Engineer-in-charge. | |||||
| 5Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.in foundation of block | |||||
| 6Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :- | |||||
| 6.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | - | Sqm | - | - |
| 7Providing mild steel/tor steel reinforcement I/c bending binding and placing in position complete | |||||
| 8Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | |||||
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