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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Finance | ₹4.4 L | L1 | Admitted-Finance |
| 2 | L2₹4.7 L+₹30,965 (7.05%)Admitted-Finance VILLAGE PO MALAHAT TEHSIL DISTRICT UNA HP | ₹4.7 L+₹30,965 (7.05%) | L2 | Admitted-Finance |
| 3 | L3₹4.8 L+₹38,489 (8.76%)Admitted-Finance KAPILA NIWAS MASIT WALI GALI UNA TEHSIL DISTT UNA H P | ₹4.8 L+₹38,489 (8.76%) | L3 | Admitted-Finance |
| 4 | L4₹4.8 L+₹40,730.80 (9.27%)Admitted-Finance WARD NO 4 VIVEK NAGAR UNA TEHSIL DISTRICT UNA HP | UNA | HIMACHAL PRADESH | 174301 | ₹4.8 L+₹40,730.80 (9.27%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-DD FDR not submitted in office |
| Sl No | Description | Qty | Unit | Vikas puri L3 | Nitish Thakur L2 | Jaiveer Singh L4 | ANKIT SHARMA L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock | 38.5 | Cum | 100 ₹3,850 | 140 ₹5,390 | 150 ₹5,775 | 90 ₹3,465 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and gradedstone aggregate 40mm nominal size)1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) | 136.4 | Cum | 3,100 ₹4,22,840 | 3,000 ₹4,09,200 | 3,100 ₹4,22,840 | 2,900 ₹3,95,560 Lowest |
| 3.00 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc | 57.2 | sq.m | 100 ₹5,720 Lowest | 120 ₹6,864 | 150 ₹8,580 | 200 ₹11,440 |
| 4.00 | Providing weapholes in brick masonry / stone masonry /plain/tarpaulin if requried during backfilling, reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 | 88 | No. | 170 ₹14,960 | 140 ₹12,320 | 10 ₹880 Lowest | 120 ₹10,560 |
| 5.00 | Supplying, filling, spreading & leveling stone boulders ofsize range 5 cm to 20cm, tarpaulin if requried during backfilling, in recharge pit, in the requiredthickness, for all leads & lifts, all complete as perdirection of Engineer-in-charge. | 60.72 | Cum | 500 ₹30,360 | 600 ₹36,432 | 690 ₹41,896.8 | 300 ₹18,216 Lowest |
Tender Value
₹8.3 L
EMD Value
₹24,772
Closing Date
27 Mar 2026, 6:00 pmClosed
Commissioner
Municipal Corporation Una
Construction of Retaining Wall for Protection of Plot of Sh. Kainth in Himuda Colony, Rakkar under Municipal Corporation Una (H.P.)
2026_UDDHP_131639_13
MCU/e-tender/2026/642-645 dated 13.03.26
Open Tender
Civil Works
Item Rate
Municipal Corporation Una
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Commissioner
₹24,772
1 Sept 2026
18 Mar 2026
28 Mar 2026
18 Mar 2026
27 Mar 2026
18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock | 38.5 | Cum | 171.4 | ₹6,598.9 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and gradedstone aggregate 40mm nominal size)1:4:8 (1 Cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) | 136.4 | Cum | 4,955.2 | ₹6,75,889.28 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc | 57.2 | sq.m | 411.15 | ₹23,517.78 |
| 4 | Providing weapholes in brick masonry / stone masonry /plain/tarpaulin if requried during backfilling, reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 | 88 | No. | 227 | ₹19,976 |
| 5 | Supplying, filling, spreading & leveling stone boulders ofsize range 5 cm to 20cm, tarpaulin if requried during backfilling, in recharge pit, in the requiredthickness, for all leads & lifts, all complete as perdirection of Engineer-in-charge. | 60.72 | Cum | 1,247.25 | ₹75,733.02 |
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