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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-AOC R O VILL HASOL P O CHUKHATH TEHSIL JAWALAMUKHI DISTT KANGRA | KANGRA | HIMACHAL PRADESH | 175013 | ₹10.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹10.6 L+₹36,020.20 (3.51%)Rejected-Finance | ₹10.6 L+₹36,020.20 (3.51%) | L2 | Rejected-Finance Being 2nd lowest bidder |
| 3 | L3₹11.0 L+₹72,048.60 (7.02%)Rejected-Finance | ₹11.0 L+₹72,048.60 (7.02%) | L3 | Rejected-Finance Being 3rd lowest bidder |
| 4 | L4₹11.3 L+₹1.0 L (10.0%)Rejected-Finance GOVT CONTRACTOR VILLAGE KADHYAR P O TEHSIL JUNGA DISTT SHIMLA 9 | ₹11.3 L+₹1.0 L (10.0%) | L4 | Rejected-Finance Being 4th lowest bidder |
| Sl No | Description | Qty | Unit | NAVEEN VERMA L2 | VIKAS THAKUR L1 | Parveen Verma L3 | VISHAL THAKUR L4 |
|---|---|---|---|---|---|---|---|
| 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. | 53.88 | Per Cubic Metre | 180 ₹9,698.4 | 145 ₹7,812.6 Lowest | 210 ₹11,314.8 | 160 ₹8,620.8 |
| 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. | 55.33 | Per Cubic Metre | 250 ₹13,832.5 | 190 ₹10,512.7 Lowest | 250 ₹13,832.5 | 240 ₹13,279.2 |
| 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.. | 221.32 | Per Cubic Metre | 4,450 ₹9,84,874 | 4,295 ₹9,50,569.4 Lowest | 4,550 ₹10,07,006 | 4,690 ₹10,37,990.8 |
| 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. | 51 | Per Cubic Metre | 600 ₹30,600 Lowest | 750 ₹38,250 | 800 ₹40,800 | 920 ₹46,920 |
| 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. | 104 | Each | 230 ₹23,920 | 190 ₹19,760 Lowest | 250 ₹26,000 | 220 ₹22,880 |
Tender Value
₹11.4 L
EMD Value
₹22,750
Closing Date
8 Mar 2026, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
C/O PCC R/Wall at Rd 116/343 to 116/350 and 117/900 to 117/945
2026_PWD_130049_1
PW-KMS-AB-NIT/2025-26-9661-62 dt 25.02.2026
Open Tender
Civil Works - Roads
Item Rate
60 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
₹22,750
7 Apr 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
8 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 53.88 | Per Cubic Metre | - | - |
| 2 | 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. | 55.33 | Per Cubic Metre | - | - |
| 3 | 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.. | 221.32 | Per Cubic Metre | - | - |
| 4 | 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. | 51 | Per Cubic Metre | - | - |
| 5 | 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. | 104 | Each | - | - |
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