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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 LAccepted-Finance | L1 | Accepted-Finance Being lowest bidder | |
| 2 | L2₹26.3 L+₹50,096 (1.94%)Rejected-Finance | L2 | Rejected-Finance Being 2nd lowest bidder | |
| 3 | L3₹27.8 L+₹2.0 L (7.66%)Rejected-Finance | L3 | Rejected-Finance Being 3rd lowest bidder | |
| 4 | L4₹27.8 L+₹2.0 L (7.73%)Rejected-Finance | L4 | Rejected-Finance Being 4th lowest bidder |
| Sl No | Description | Qty | Unit | SIDDHARTH L4 | MONIT SHARMA L2 | RACHIT BHAIK L3 | M/S RAMILA DEVI L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in soil in hill area by manual means/mechanical means including cutting and trimming of side slope and disposing of excavated earth with in all leads and lifts as per drawing and technical specification clause 1603.10 as per direction of the Engineer-in-charge. | 88.05 | Per Cubic Metre | 210 ₹18,490.5 | 130 ₹11,446.5 Lowest | 180 ₹15,849 | 167 ₹14,704.35 |
| 2.00 | Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto all leads and lifts dressing of sides and bottom backfilling in trenches with excavated suitable materials upto all leads and lifts as per directions of the Engineer-in-Charge. | 302.8 | Per Cubic Metre | 280 ₹84,784 | 150 ₹45,420 Lowest | 230 ₹69,644 | 232 ₹70,249.6 |
| 3.00 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge. | 540.15 | Per Cubic Metre | 4,700 ₹25,38,705 | 4,545 ₹24,54,981.75 | 4,750 ₹25,65,712.5 | 4,371 ₹23,60,995.65 Lowest |
| 4.00 | Back filling behind abutment, retaining wall/breast wall including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge. | 89.55 | Per Cubic Metre | 810 ₹72,535.5 | 900 ₹80,595 | 750 ₹67,162.5 Lowest | 883 ₹79,072.65 |
| 5.00 | Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width 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 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge. | 275 | Each | 250 ₹68,750 | 150 ₹41,250 Lowest | 230 ₹63,250 | 213 ₹58,575 |
Tender Value
₹27.8 L
EMD Value
₹55,600
Closing Date
11 Mar 2026, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
Construction of PCC Retaining wall at RD 18/475 to 18/495 18/510 to 18/530 18/685 to 18/715 and 18/965 to 18/980
2026_PWD_130323_1
PW-KMS-AB-NIT/2025-26-9980-81 dt 02.03.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,000
₹55,600
16 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
11 Mar 2026
6 Mar 2026
Excavation in soil in hill area by manual means/mechanical means including cutting and trimming of side slope and disposing of excavated earth with in all leads and lifts as per drawing and technical specification clause 1603.10 as per direction of the Engineer-in-charge.
Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing removal of stumps and other deleterious material and disposal upto all leads and lifts dressing of sides and bottom backfilling in trenches with excavated suitable materials upto all leads and lifts as per directions of the Engineer-in-Charge.
Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203) P.C.C nominal mix 1:5:10 (40mm aggregates) including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
Back filling behind abutment, retaining wall/breast wall including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
Providing weapholes in brick masonry/stone masonry/plain reinforced concrete abutment, wing wall, return wall with 100mm dia PVC pipe extending through the full width 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 including entire carriage of materials through all modes of transportation with in all leads and lifts as per direction of the Engineer-in-Charge.
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