Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAccepted-Finance | ₹38.9 L | L1 | Accepted-Finance Lowest bid |
| 2 | L2₹42.5 L+₹3.7 L (9.43%)Rejected-Finance | ₹42.5 L+₹3.7 L (9.43%) | L2 | Rejected-Finance Higher bid |
| 3 | Rejected-Technical | - | - | Rejected-Technical Original DD of Rs. 500/- towards cost of tender document not submitted as prescribed. |
| Sl No | Description | Qty | Unit | AJEET KUMAR L2 | SUMIT NEGI L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge - All kinds of soil | 175.56 | Cum | 187 ₹32,829.72 | 169.06 ₹29,680.17 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:12:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | 35.94 | Cum | 8,900 ₹3,19,848.2 | 8,225 ₹2,95,590.05 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding centering/shuttering up to plinth level: 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) | 47.34 | Cum | 7,400 ₹3,50,353 | 6,827 ₹3,23,224.32 Lowest |
| 4.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,137.36 | Kg | 105 ₹1,19,422.8 | 99.14 ₹1,12,757.87 Lowest |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 21.23 | Cum | 181 ₹3,843.17 | 160.61 ₹3,410.23 Lowest |
| 6.00 | Brick work with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) | 12.57 | Cum | 7,800 ₹98,053.8 | 7,131.5 ₹89,650.09 Lowest |
| 7.00 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in Cement mortar 1:3 (1 cement: 3 coarse sand) | 99.29 | Sqm | 980 ₹97,302.24 | 877.72 ₹87,147.06 Lowest |
| 8.00 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks... fitted and fixed with G.I. staples, turn buckles etc. complete - With G.I. barbed wire | 200 | m | 19 ₹3,800 Lowest | 20.58 ₹4,116 |
| 9.00 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 845.98 | Kg | 109 ₹92,211.38 | 100.04 ₹84,631.44 Lowest |
| 10.00 | Cement plaster skirting upto 30cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement - 18 mm thick | 3.44 | Sqm | 515 ₹1,770.57 | 460.98 ₹1,584.85 Lowest |
Tender Value
₹45.2 L
EMD Value
₹90,380
Closing Date
14 Aug 2026, 5:00 pmClosed
Deputy Conservator of Forests, Kinnaur
Kinnaur Forest Division, Reckong Peo, Kinnaur (H.P)
Construction of Sarhad Van Udhyan at Shipkila, Namgia Beat, Pooh Block, Pooh Forest Range under Kinnaur Forest Division
2026_FD_140138_1
2317-29/07/2026
Open Tender
Civil Works - Others
Item Rate
90 days
Shipkila, Namgia
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Payable To DCF Kinnaur
₹90,380
22 Aug 2026
1 Aug 2026
17 Aug 2026
1 Aug 2026
14 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge - All kinds of soil | - | Cum | 196.58 | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:12:3 (1 Cement: 1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | - | Cum | 9,564.45 | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding centering/shuttering up to plinth level: 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) | 1 | Cum | 7,938 | ₹7,930.06 |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1 | Kg | 115.28 | ₹115.16 |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | 186.75 | - |
| 6 | Brick work with common burnt clay F.P.S. (nonmodular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) | 1 | Cum | 8,292.45 | ₹8,284.16 |
| 7 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in Cement mortar 1:3 (1 cement: 3 coarse sand) | 0.2 | Sqm | 1,020.6 | ₹203.1 |
| 8 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks... fitted and fixed with G.I. staples, turn buckles etc. complete - With G.I. barbed wire | - | m | 23.93 | - |
| 9 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 0.4 | Kg | 116.33 | ₹46.42 |
| 10 | Cement plaster skirting upto 30cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement - 18 mm thick | - | Sqm | 536.03 | - |
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 • 1.45 MB
BOQ_207813.xls
BOQ • 0.29 MB
TenderDocument.pdf
Tender Documents • 1.11 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 .