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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Finance | ₹1.9 L | L1 | Admitted-Finance |
| 2 | L2₹2.0 L+₹9,740.70 (5.23%)Admitted-Finance | ₹2.0 L+₹9,740.70 (5.23%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 L+₹14,584.80 (7.83%)Admitted-Finance | ₹2.0 L+₹14,584.80 (7.83%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Surendar Singh L1 | SANJEEV KUMAR RANA L2 | SETHI KUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge. | 6.21 | Cum | 500 ₹3,105 | 350 ₹2,173.5 Lowest | 380 ₹2,359.8 |
| 2.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | ||||||
| 2.01 | Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts. | 20.93 | Sqm | 450 ₹9,418.5 Lowest | 540 ₹11,302.2 | 550 ₹11,511.5 |
| 3.00 | Providing and laying in retaining wall and breast wall 10.0 Kgf/cm2 working pressure unplasticised PVC pipes ( Confirming to IS: 4985-1968) to make weep holes complete including making good the walls. | 7 | Nos | 300 ₹2,100 Lowest | 360 ₹2,520 | 370 ₹2,590 |
| 4.00 | Providing & laying cement concrete 1:5:10 (1 cement 5 sand 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work with 15% plum.The size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 23.28 | Cum | 6,950 ₹1,61,796 Lowest | 7,200 ₹1,67,616 | 7,400 ₹1,72,272 |
| 5.00 | Boulder filling behind R/wall/ breast wall with in all leads and lifts as per the direction of Engineer in charge.. | 2.63 | Cum | 2,100 ₹5,523 Lowest | 2,500 ₹6,575 | 2,450 ₹6,443.5 |
| 6.00 | Providing and laying cement concrete 1:3:6(1cement:3sand:6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. | 0.73 | Cum | 5,950 ₹4,343.5 Lowest | 8,000 ₹5,840 | 7,800 ₹5,694 |
Tender Value
₹2.0 L
EMD Value
₹4,039
Closing Date
4 May 2026, 5:00 pmClosed
EE CHAUNTRA
EE JSD CTR
Restoration of rain damages WSS Matehar Group of villages in Tehsil Lad Bharol Distt Mandi H.P.SH CO RWall RD 00 to 0 6.50 6.50 Rmt down side back wash tank of WTP 1.36 MLD Tansal Karsal and Bag. Under PDNA
2026_HPIPH_135183_1
EE-CTR-TA-1656-1705 dated 25.04.2026-2
Open Tender
Civil Works - Others
Item Rate
90 days
Lad Bharol
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
EE CHAUNTRA
₹4,039
22 Jun 2026
27 Apr 2026
5 May 2026
27 Apr 2026
4 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs. stacking the excavated soil not more than 3 mtr. Clear from the edge of excavation and then returning the stacked soil in 15cm. Layer when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and as directed by the Engineer-in-charge. | 6.21 | Cum | - | - |
| 2Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work in:- | |||||
| 2.01 | Vertical Walls ( any thickness but not less than 0.1 mtr. Thickness) attached pilasters, buttresses, plinth and string courses etc. from top pf foundation level up to floor two level in all leads and lifts. | 20.93 | Sqm | - | - |
| 3 | Providing and laying in retaining wall and breast wall 10.0 Kgf/cm2 working pressure unplasticised PVC pipes ( Confirming to IS: 4985-1968) to make weep holes complete including making good the walls. | 7 | Nos | - | - |
| 4 | Providing & laying cement concrete 1:5:10 (1 cement 5 sand 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of from work with 15% plum.The size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including with in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-Charge. | 23.28 | Cum | - | - |
| 5 | Boulder filling behind R/wall/ breast wall with in all leads and lifts as per the direction of Engineer in charge.. | 2.63 | Cum | - | - |
| 6 | Providing and laying cement concrete 1:3:6(1cement:3sand:6graded stone aggregate of 40mm nominal size)and curing complete excluding cost of form work including all leads and lifts: a) Foundation and Plinth. | 0.73 | Cum | - | - |
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