Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-AOC VILL PO POOH DISTT KINNAUR 172111 HP | KINNAUR | HIMACHAL PRADESH | 172111 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹22.4 L+₹2,990.28 (0.13%)Rejected-Finance HIMACHAL PRADESH HP | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹22.9 L+₹62,147.48 (2.78%)Rejected-Finance 140 ANAND NIWAS SET NO 2 ENGINE GHAR SANJAULI SHIMLA 171 006 | SHIMLA | HIMACHAL PRADESH | 171006 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹23.2 L+₹86,132.43 (3.86%)Rejected-Finance VILLAGE PO KOTHI TEH KALPA DISTT KINNAUR HP 172107 | KINNAUR | HIMACHAL PRADESH | 172107 | L4 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | PRITPAL SINGH L3 | M/S Shamsher Negi Dewa L1 | M/S Gopal Singh L4 | M/S Gulab Singh L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches in any type of soil not exc 1.5m wide and not exc 1.5m in depth and getting out in any type of soil complete all as specified | 68.76 | Cum | 400 ₹27,504 | 600 ₹41,256 | 600 ₹41,256 | 300 ₹20,628 Lowest |
| 2.00 | Returning filling in soil incl spreading levelling watering and well ramming in layers not exc 25 cm thick in any type of soil complete. | 40.5 | Cum | 200 ₹8,100 | 146 ₹5,913 Lowest | 150 ₹6,075 | 200 ₹8,100 |
| 3.00 | Removal of excavated soil to a distance not exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified. | 28.26 | Cum | 300 ₹8,478 | 360 ₹10,173.6 | 345 ₹9,749.7 | 280 ₹7,912.8 Lowest |
| 4.00 | M&L for PCC M-10 (Nominal mix) using 40mm graded aggregate as in foundation complete all as specified. | 11.01 | Cum | 7,000 ₹77,070 | 7,000 ₹77,070 | 6,300 ₹69,363 Lowest | 7,500 ₹82,575 |
| 5.00 | M & L for pre-cast cement concrete type C1 1:3:6 using 20mm graded stone aggregate as in block masonry with solid blocks, exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | 25.44 | Cum | 12,000 ₹3,05,280 | 9,900 ₹2,51,856 | 9,000 ₹2,28,960 | 8,900 ₹2,26,416 Lowest |
| 6.00 | TMT bars (Fe 500), 10mm dia and over in reinforcement cut to length,bent to shape reqd, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wirre (anealed) not less than 0.9mm dia or securing with clips all as specified and directed | 497.71 | Kgs | 120 ₹59,725.2 | 106 ₹52,757.26 | 105 ₹52,259.55 Lowest | 110 ₹54,748.1 |
| 7.00 | All as per Ser Item No 6 here-in-before but 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders complete all as specified | 165.64 | Kgs | 120 ₹19,876.8 | 111 ₹18,386.04 | 105 ₹17,392.2 Lowest | 110 ₹18,220.4 |
| 8.00 | Form work to sides of concrete foundations, footings, rafts, plinth etc rough finished flat surfaces complete all as specified | 43.69 | Sqm | 400 ₹17,476 | 370 ₹16,165.3 | 400 ₹17,476 | 250 ₹10,922.5 Lowest |
| 9.00 | Use and waste of form work to side of pillar, post, column etc of square, rectangular or polygonal section with rough finished surfaces complete all as specified. | 57.89 | Sqm | 400 ₹23,156 | 720 ₹41,680.8 | 700 ₹40,523 | 350 ₹20,261.5 Lowest |
| 10.00 | Reinforced cement concrete M-25 (Design mix) using 20 mm gradd crushed stone agggregate as in as in foundation beam, plinth beam base for columns etc complete all as specified | 8.74 | Cum | 12,000 ₹1,04,880 | 9,000 ₹78,660 | 8,500 ₹74,290 Lowest | 10,300 ₹90,022 |
Tender Value
₹26.2 L
EMD Value
₹52,420
Closing Date
2 May 2026, 6:00 pmClosed
GE 863 EWS, PIN-913863, c/o 56 APO
GE 863 EWS, c/o 56 APO
GE/863/EWS-T-06 OF 2026-27 PROVN OF COVERED RAMP
2026_MES_760303_1
GE/863/EWS-T-06 OF 2026-27 PROVN OF COVERED RAMP
Open Tender
Civil Works
Item Rate
180 days
Pooh
GE/863/EWS-T-06 OF 2026-27 PROVN OF COVERED RAMP
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹52,420
Yes
13 Jun 2026
13 Apr 2026
4 May 2026
13 Apr 2026
2 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches in any type of soil not exc 1.5m wide and not exc 1.5m in depth and getting out in any type of soil complete all as specified | - | Cum | - | - |
| 2 | Returning filling in soil incl spreading levelling watering and well ramming in layers not exc 25 cm thick in any type of soil complete. | - | Cum | - | - |
| 3 | Removal of excavated soil to a distance not exc 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified. | - | Cum | - | - |
| 4 | M&L for PCC M-10 (Nominal mix) using 40mm graded aggregate as in foundation complete all as specified. | - | Cum | - | - |
| 5 | M & L for pre-cast cement concrete type C1 1:3:6 using 20mm graded stone aggregate as in block masonry with solid blocks, exc 10cm in width and setting in cement mortar 1:6 complete all as specified and directed. | - | Cum | - | - |
| 6 | TMT bars (Fe 500), 10mm dia and over in reinforcement cut to length,bent to shape reqd, incl cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wirre (anealed) not less than 0.9mm dia or securing with clips all as specified and directed | - | Kgs | - | - |
| 7 | All as per Ser Item No 6 here-in-before but 5 mm dia and over upto and including 10 mm dia as in stirrups, spacers and binders complete all as specified | - | Kgs | - | - |
| 8 | Form work to sides of concrete foundations, footings, rafts, plinth etc rough finished flat surfaces complete all as specified | - | Sqm | - | - |
| 9 | Use and waste of form work to side of pillar, post, column etc of square, rectangular or polygonal section with rough finished surfaces complete all as specified. | - | Sqm | - | - |
| 10 | Reinforced cement concrete M-25 (Design mix) using 20 mm gradd crushed stone agggregate as in as in foundation beam, plinth beam base for columns etc complete all as specified | - | 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 • 0.42 MB
TD06.pdf
Tender Documents • 2.20 MB
BOQ_851622.xls
BOQ • 0.40 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 .