Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.7 LAccepted-Finance | ₹24.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹28.0 L+₹3.3 L (13.4%)Rejected-Finance VPO JAHOO TEH NANKHARI DISTRICT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹28.0 L+₹3.3 L (13.4%) | L2 | Rejected-Finance L2 |
| 3 | L3₹31.1 L+₹6.4 L (26.1%)Rejected-Finance VILLAGE SHAH PO DHARGAURA TESHIL RAMPUR DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | ₹31.1 L+₹6.4 L (26.1%) | L3 | Rejected-Finance L3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical GUNAI RUHA DHARGHAT KUNANA ROAD IN KM 0 00 TO 2 300 SH C O ROAD JEEPABLE STANDARD TO 5 7 MTR IN KM 0 00 TO 2 300 900MM DIA RCC HPC AT RD 1 800 UNDER MNP TENDER ID 2024 PWD 88502 1 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | UDHAM JOR NEGI CONTRACTOR L3 | Rohit Mehta L2 | MS DEV HILLS & CO L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth up to a lead of 20 mtrs. and liftv up to 1.50mtrs. disposed earth to be levelled and neatly dressed. | 44.42 | Cum | 350 ₹15,547 | 200 ₹8,884 Lowest | 210 ₹9,328.2 |
| 2.00 | Construction of hill side in accordance with the requirement of specification true to line grade (Providing and laying concrete for plain/ reinforced concrete is open foundation complete PCC grade M10 (Nominal Mix 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 38.88 | Cum | 7,500 ₹2,91,600 | 7,500 ₹2,91,600 | 6,500 ₹2,52,720 Lowest |
| 3.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 1,722.6 | Sqm | 170 ₹2,92,842 | 125 ₹2,15,325 Lowest | 230 ₹3,96,198 |
| 4.00WBM Grading 3 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means. | ||||||
| 4.01 | WBM G-II 63 to 45mm size (soling )
(Item Code HPPWDSR 2020 - Chapter 5.9.2) | 129.2 | Cum | 2,900 ₹3,74,680 | 2,500 ₹3,23,000 | 1,630 ₹2,10,596 Lowest |
| 5.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 168.38 | Cum | 6,900 ₹11,61,822 | 6,000 ₹10,10,280 | 5,000 ₹8,41,900 Lowest |
| 6.00 | Cement Concrete 1:2:4 (1 Cement:2 Coarse sand : 4 aggregate stone aggregate 40 mm nominal size) in pavements, laid to required slop and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. (Item Code 16.42 HPPWDSR 2020) | 128.3 | Cum | 7,600 ₹9,75,080 | 7,400 ₹9,49,420 | 5,900 ₹7,56,970 Lowest |
Tender Value
Refer Docs
EMD Value
₹40,900
Closing Date
2 Jul 2026, 5:00 pmClosed
District Project Manager, HPCDP JICA-ODA, Solan
O/o District Project Manager, HPCDP (Phase-II), JICA-ODA, Solan Distt.Solan HP 173213
Construction of Farm Access Road at FIS Pandhara Choken GP Kothia Jajar Tehsil Rajgarh District Sirmour HP
2026_HPCDP_137241_1
NoAgrSLNDPMUJICAODAPhaseII G 99 2023-24-667 dt22.06.2026
Open Tender
Civil Works
Item Rate
120 days
FIS Pandhara C
Please refer Tender documents.
15 documents required · 15 mandatory
₹1,500
₹40,900
District Project Manager, HPCDP (Phase-II), JICA-O
29 Aug 2026
22 Jun 2026
3 Jul 2026
22 Jun 2026
2 Jul 2026
22 Jun 2026
25 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth up to a lead of 20 mtrs. and liftv up to 1.50mtrs. disposed earth to be levelled and neatly dressed. | 44.42 | Cum | - | - |
| 2 | Construction of hill side in accordance with the requirement of specification true to line grade (Providing and laying concrete for plain/ reinforced concrete is open foundation complete PCC grade M10 (Nominal Mix 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 38.88 | Cum | - | - |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 1,722.6 | Sqm | - | - |
| 4WBM Grading 3 Providing laying spreading and compacting stone aggregate specific sizes to water bound macadum specifications including spreading in uniform thickness and packing rolling with three wheel 80-100 KN Static roller in stages to proper grade and camber, applying and brooming spreading stone, screening/binding material to fill up intersects of coarse aggregate watering and compacting to required density grading-II as per technical specification clause 405 by mannual means. | |||||
| 4.01 | WBM G-II 63 to 45mm size (soling )
(Item Code HPPWDSR 2020 - Chapter 5.9.2) | 129.2 | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 168.38 | Cum | - | - |
| 6 | Cement Concrete 1:2:4 (1 Cement:2 Coarse sand : 4 aggregate stone aggregate 40 mm nominal size) in pavements, laid to required slop and camber in panels as required including consolidation finishing and tamping complete within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. (Item Code 16.42 HPPWDSR 2020) | 128.3 | Cum | - | - |
stage.html
html • 0.05 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 • 1.28 MB
BOQ_203118.xls
BOQ • 0.29 MB
BidFARPandharaChoken.pdf
Tender Documents • 1.50 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 .