Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹17.8 L+₹1.1 L (6.56%)Rejected-Finance VPO CHAMBI | CHAMBA | HIMACHAL PRADESH | 176207 | L2 | Rejected-Finance L2 | |
| 3 | L3₹18.5 L+₹1.9 L (11.2%)Rejected-Finance NOT SPECIFIED | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | JITENDER KUMAR L3 | Virender Singh Raghwa L1 | Tek Singh Raghav L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 10.37 | Cum | 335 ₹3,473.95 | 265 ₹2,748.05 | 245 ₹2,540.65 Lowest |
| 2.00 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 374 | Rmt | 235 ₹87,890 | 215 ₹80,410 Lowest | 235 ₹87,890 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form work for : | ||||||
| 3.01 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. | 90.72 | Sqm | 495 ₹44,906.4 | 465 ₹42,184.8 Lowest | 495 ₹44,906.4 |
| 4.00 | Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 0.09 | Cum | 7,500 ₹675 | 6,500 ₹585 Lowest | 6,995 ₹629.55 |
| 5.00 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 1.4 | Cum | 7,200 ₹10,080 | 7,100 ₹9,940 Lowest | 7,495 ₹10,493 |
| 6.00Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering for all work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | ||||||
| 6.01 | All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 4.6 | Cum | 11,500 ₹52,900 | 10,500 ₹48,300 Lowest | 11,500 ₹52,900 |
| 7.00Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in : | ||||||
| 7.01 | All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 13.94 | Cum | 13,000 ₹1,81,220 | 11,500 ₹1,60,310 Lowest | 11,800 ₹1,64,492 |
Tender Value
₹10.9 L
EMD Value
₹21,900
Closing Date
17 Jul 2026, 5:00 pmClosed
O/o District Project Manager, HPCDP (Phase-II), JI
O/o District Project Manager, HPCDP (Phase-II), JICA-ODA, Mandi Distt. Mandi (H.P.). Agriculture Complex Khaliyar Mandi Distt. Mandi (H.P).
C/o Additional Work of Flow Irrigation Scheme Shiliali to Kataula, G.P. Kataula, Tehsil Sadar, District Mandi (H.P.)
2026_HPCDP_138469_1
F(5)-132/2026-1406dt08.07.2026
Open Tender
Civil Works - Water Works
Item Rate
180 days
G.P. Kataula, Tehsil Sadar, District Mandi (H.P.)
Please refer Tender documents.
16 documents required · 16 mandatory
₹1,500
₹21,900
O/o District Project Manager, HPCDP (Phase-II), JI
8 Oct 2026
8 Jul 2026
18 Jul 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 10.37 | Cum | - | - |
| 2 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge. | 374 | Rmt | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form work for : | |||||
| 3.01 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. | 90.72 | Sqm | - | - |
| 4 | Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 0.09 | Cum | - | - |
| 5 | Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 1.4 | Cum | - | - |
| 6Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering for all work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | |||||
| 6.01 | All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 4.6 | Cum | - | - |
| 7Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in : | |||||
| 7.01 | All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge. | 13.94 | 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
aoc.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 • 1.58 MB
BiddocumentshilialiKataula.pdf
Tender Documents • 1.49 MB
BOQ_205130.xls
BOQ • 0.28 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 .