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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAdmitted-Finance VILL PO POOH DISTT KINNAUR 172111 HP | KINNAUR | HIMACHAL PRADESH | 172111 | ₹22.3 L | L1 | Admitted-Finance |
| 2 | L2₹22.4 LAdmitted-Finance HIMACHAL PRADESH HP | ₹22.4 L | L2 | Admitted-Finance |
| 3 | L3₹22.9 LAdmitted-Finance 140 ANAND NIWAS SET NO 2 ENGINE GHAR SANJAULI SHIMLA 171 006 | SHIMLA | HIMACHAL PRADESH | 171006 | ₹22.9 L | L3 | Admitted-Finance |
| 4 | L4₹23.2 LAdmitted-Finance VILL PO POOH TEH POOH DISTT KINNAUR HP | KINNAUR | HIMACHAL PRADESH | 172101 | ₹23.2 L | L4 | Admitted-Finance |
| 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 |
| 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 | 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 ₹10,173.60 | 345 ₹9,749.70 | 280 ₹7,912.80 |
| 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 | 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 ₹3.1 L | 9,900 ₹2.5 L | 9,000 ₹2.3 L | 8,900 ₹2.3 L |
| 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 ₹59,725.20 | 106 ₹52,757.26 | 105 ₹52,259.55 | 110 ₹54,748.10 |
| 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 ₹19,876.80 | 111 ₹18,386.04 | 105 ₹17,392.20 | 110 ₹18,220.40 |
| 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 ₹16,165.30 | 400 ₹17,476 | 250 ₹10,922.50 |
| 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 ₹41,680.80 | 700 ₹40,523 | 350 ₹20,261.50 |
| 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 ₹1.0 L | 9,000 ₹78,660 | 8,500 ₹74,290 | 10,300 ₹90,022 |
Updated dates
Tender Value
₹26.2 L
EMD Value
₹52,420
Closing Date
9 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
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
18 May 2026
13 Apr 2026
11 May 2026
13 Apr 2026
9 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | - | ITEM NO-1 |
| 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 | - | - | ITEM NO-2 |
| 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 | - | - | ITEM NO-3 |
| 4 | M&L for PCC M-10 (Nominal mix) using 40mm graded aggregate as in foundation complete all as specified. | - | Cum | - | - | ITEM NO-4 |
| 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 | - | - | ITEM NO-5 |
| 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 | - | - | ITEM NO-6 |
| 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 | - | - | ITEM NO-7 |
| 8 | Form work to sides of concrete foundations, footings, rafts, plinth etc rough finished flat surfaces complete all as specified | - | Sqm | - | - | ITEM NO-8 |
| 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 | - | - | ITEM NO-9 |
| 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 | - | - | ITEM NO-10 |
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