Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.0 LAccepted-Finance | L1 | Accepted-Finance Being lowest bidder | |
| 2 | L2₹32.1 L+₹1.0 L (3.38%)Rejected-Finance HIMACHAL PRADESH HP | L2 | Rejected-Finance Being 2nd lowest bidder | |
| 3 | L3₹33.8 L+₹2.8 L (8.92%)Rejected-Finance | L3 | Rejected-Finance Being 3rd lowest bidder | |
| 4 | L4₹33.8 L+₹2.8 L (8.92%)Rejected-Finance | L4 | Rejected-Finance Being 4th lowest bidder |
| Sl No | Description | Qty | Unit | MUKESH KUMAR L2 | M/S RAMILA DEVI L1 | RACHIT BHAIK L3 | SIDDHARTH 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. | 123.6 | Per Cubic Metre | 160 ₹19,776 Lowest | 165 ₹20,394 | 180 ₹22,248 | 181 ₹22,371.6 |
| 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. | 319.2 | Per Cubic Metre | 180 ₹57,456 Lowest | 230 ₹73,416 | 250 ₹79,800 | 230 ₹73,416 |
| 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. | 660 | Per Cubic Metre | 4,545 ₹29,99,700 | 4,324 ₹28,53,840 Lowest | 4,710 ₹31,08,600 | 4,710 ₹31,08,600 |
| 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. | 91.5 | Per Cubic Metre | 850 ₹77,775 | 874 ₹79,971 | 949 ₹86,833.5 | 820 ₹75,030 Lowest |
| 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. | 363 | Each | 150 ₹54,450 Lowest | 211 ₹76,593 | 230 ₹83,490 | 280 ₹1,01,640 |
Tender Value
₹33.7 L
EMD Value
₹67,500
Closing Date
11 Mar 2026, 6:00 pmClosed
Executive Engineer
Kumarsain Division HPPWD Kumarsain
Construction of PCC Retaining wall at RD20/270 to 20/285 20/380 to 20/410 20/600 to 20/660 and 20/760 to 20/790
2026_PWD_130320_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
₹67,500
16 Mar 2026
6 Mar 2026
12 Mar 2026
6 Mar 2026
11 Mar 2026
6 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. | 123.6 | 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. | 319.2 | 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. | 660 | 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. | 91.5 | 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. | 363 | Each | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.56 MB
SBD.pdf
Tender Documents • 2.67 MB
BOQ_192682.xls
BOQ • 0.23 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .