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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance JOGINDER NAGAR | JALANDHAR | PUNJAB | 144020 | ₹3.7 L | L1 | Accepted-Finance Being lowest bidder |
| 2 | L2₹3.8 L+₹10,515 (2.81%)Rejected-Finance | ₹3.8 L+₹10,515 (2.81%) | L2 | Rejected-Finance Being 2nd lowest bidder |
| 3 | L3₹3.9 L+₹19,860 (5.30%)Rejected-Finance | ₹3.9 L+₹19,860 (5.30%) | L3 | Rejected-Finance Being 3rd lowest bidder |
| Sl No | Description | Qty | Unit | VIKRANT SHARMA L3 | SUMIT SINGHA L2 | Anurag Sharma 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. | 12 | Per Cubic Metre | 250 ₹3,000 | 180 ₹2,160 Lowest | 220 ₹2,640 |
| 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. | 42 | Per Cubic Metre | 275 ₹11,550 | 210 ₹8,820 Lowest | 255 ₹10,710 |
| 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. | 76.5 | Per Cubic Metre | 4,700 ₹3,59,550 | 4,750 ₹3,63,375 | 4,500 ₹3,44,250 Lowest |
| 4.00 | 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. | 48 | Each | 420 ₹20,160 | 220 ₹10,560 Lowest | 350 ₹16,800 |
Tender Value
₹3.8 L
EMD Value
₹7,700
Closing Date
3 Apr 2026, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
C/P PCC B/Wall at Rd 1/165 to 2/190
2026_PWD_132468_1
PW-KMS-AB-NIT/25-26-11528-29 dt 23.03.2026
Open Tender
Civil Works - Roads
Item Rate
30 days
Kumarsain
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹7,700
10 Apr 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
3 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation 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. | |||||
| 2Earth 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. | |||||
| 3Providing 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. | |||||
| 4Providing 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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