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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-Finance | ₹16.6 L | L1 | Accepted-Finance Accept |
| 2 | L2₹17.0 LRejected-Finance | ₹17.0 L | L2 | Rejected-Finance Reject |
| 3 | L3₹17.1 LRejected-Finance | ₹17.1 L | L3 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Bhopinder Singh L3 | sandeep L1 | Chand Chauhan L2 |
|---|---|---|---|---|---|---|
| 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. | 735.95 | Cum | 545 ₹4.0 L | 500 ₹3.7 L | 542 ₹4.0 L |
| 2.00 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. | 3.06 | Cum | 9,600 ₹29,376 | 9,000 ₹27,540 | 9,590 ₹29,345 |
| 3.00Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | ||||||
| 3.01 | foundation footing and bases of columns & like mass concrete. | 3.74 | Cum | 12,500 ₹46,750 | 12,000 ₹44,880 | 12,490 ₹46,713 |
| 3.02 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | 5.54 | Cum | 12,700 ₹70,358 | 12,200 ₹67,588 | 12,700 ₹70,358 |
| 4.00Providing & 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. | ||||||
| 4.01 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level | 1.64 | Cum | 11,800 ₹19,352 | 11,500 ₹18,860 | 11,800 ₹19,352 |
| 5.00Providing 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 :- | ||||||
| 5.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 73.78 | Sqm | 480 ₹35,414 | 450 ₹33,201 | 480 ₹35,414 |
| 5.02 | Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness. | 14.42 | Sqm | 700 ₹10,094 | 650 ₹9,373 | 700 ₹10,094 |
Tender Value
₹13.9 L
EMD Value
₹27,759
Closing Date
6 Apr 2026, 11:00 amClosed
EE Nerwa
EE Nerwa
SH CO RCC S tanks Providing .Laying and Jointing in tranches, galvanized mild steel tubes Light grade of various dia etc Under PDNA
2026_HPIPH_132866_1
No-JSV-ND-CB-Tender/2026 10065-10114
Open Tender
Civil Works
90 days
Nerwa Division
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹27,759
22 May 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 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. | |||||
| 2Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth. | |||||
| 3Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | |||||
| 3.01 | foundation footing and bases of columns & like mass concrete. | - | Cum | - | - |
| 3.02 | Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. | - | Cum | - | - |
| 4Providing & 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. | |||||
| 4.01 | In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level | - | Cum | - | - |
| 5Providing 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 :- | |||||
| 5.01 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | - | Sqm | - | - |
| 5.02 | Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness. | - | Sqm | - | - |
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