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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAdmitted-Finance D 89 SHASTRI NAGAR MEERUT UTTAR PRADESH PIN 250004 | MEERUT | UTTAR PRADESH | 250004 | ₹23.7 L | L1 | Admitted-Finance |
| 2 | L2₹26.7 L+₹3.0 L (12.8%)Admitted-Finance H NO 670 SECTOR 10 PANCHKULA HRY 134115 | PANCHKULA | HARYANA | 134115 | ₹26.7 L+₹3.0 L (12.8%) | L2 | Admitted-Finance |
| 3 | L3₹26.9 L+₹3.3 L (13.8%)Admitted-Finance | ₹26.9 L+₹3.3 L (13.8%) | L3 | Admitted-Finance |
| 4 | L4₹27.2 L+₹3.6 L (15.1%)Admitted-Finance LANE NO 11 HOUSE NO 4 INDRAPRASTHA COLONY UPPER NATHANPUR RING ROAD DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹27.2 L+₹3.6 L (15.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MOHAN LAL GUPTA L1 | M/S C S AITHANI L3 | M/s Teg Singh Negi L4 | IMPERIAL ENGINEERS L2 |
|---|---|---|---|---|---|---|---|
| .05DESCRIPTION OF ITEMS | |||||||
| 1.00 | Excavation in trenches not exceeding 1.5m wide and not 1.50m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed by Engr-In- Charge. | 74.63 | Cum | 175 ₹13,060.25 Lowest | 500 ₹37,315 | 300 ₹22,389 | 240 ₹17,911.2 |
| 2.00 | M&L for providing plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation and mass concrete complete all as specified and directed by Engr-In- Charge. | 4.61 | Cum | 3,000 ₹13,830 Lowest | 5,000 ₹23,050 | 4,000 ₹18,440 | 3,600 ₹16,596 |
| 3.00 | M&L Formwork (square rough finished surface of concrete) to sides of pillars, posts, struts, piers, columns , beams, footings, sides and soffits of suspended/cantiliver slab etc complete all as specified and as directed. | 140 | Sqm | 400 ₹56,000 | 600 ₹84,000 | 400 ₹56,000 | 275 ₹38,500 Lowest |
| 4.00 | M&L Formwork flat rough finished to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening complete all as specified and as directed. | 192 | RM | 175 ₹33,600 | 65 ₹12,480 Lowest | 90 ₹17,280 | 220 ₹42,240 |
| 5.00 | M&L RCC (Nominal mix) 1:2:4 ( 20 mm graded aggregate) as in Columns, pillars, piers, posts, beams, isolated footings .lintel, cantiliver slab,shelves etc complete all as specified and as directed. | 26.5 | Cum | 7,500 ₹1,98,750 | 7,000 ₹1,85,500 | 7,600 ₹2,01,400 | 6,500 ₹1,72,250 Lowest |
| 6.00 | M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required incl cranking, bending spirally for hoping for columns hooking ends and bindind with ms wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 2,700 | Kg | 90 ₹2,43,000 | 85 ₹2,29,500 Lowest | 92 ₹2,48,400 | 90 ₹2,43,000 |
| 7.00 | Ditto as sl item No. 6 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders | 700 | Kg | 90 ₹63,000 | 88 ₹61,600 Lowest | 96 ₹67,200 | 92 ₹64,400 |
| 8.00 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in 1:6 complete all as specified and as directed. | 58.98 | Cum | 4,600 ₹2,71,308 Lowest | 6,450 ₹3,80,421 | 6,000 ₹3,53,880 | 5,800 ₹3,42,084 |
| 9.00 | M&L for Brickwork with sub-class `B’ bricks, straight or curved on plan to any radius in half brick thick walls built in 1:4 complete all as specified and as directed. | 9.32 | Sqm | 750 ₹6,990 Lowest | 750 ₹6,990 Lowest | 800 ₹7,456 | 1,600 ₹14,912 |
Tender Value
₹36.8 L
EMD Value
₹73,600
Closing Date
17 Aug 2026, 6:00 pmClosed
GE MES Dehradun
GE MES Dehradun, Garhi Cantt, Dehradun - 248003
GE/DDN/T-64 of 2026-27
2026_MES_778719_1
8237/A/E8
Open Tender
Civil Works
Item Rate
180 days
Dehradun
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE Dehradun
₹73,600
Yes
24 Aug 2026
15 Jul 2026
21 Aug 2026
15 Jul 2026
17 Aug 2026
3 Aug 2026
16 Jul 2026 - 23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.05 | DESCRIPTION OF ITEMS | - | - | - | - |
| 1Excavation in trenches not exceeding 1.5m wide and not 1.50m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed by Engr-In- Charge. | |||||
| 2 | M&L for providing plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation and mass concrete complete all as specified and directed by Engr-In- Charge. | 4.61 | Cum | - | - |
| 3 | M&L Formwork (square rough finished surface of concrete) to sides of pillars, posts, struts, piers, columns , beams, footings, sides and soffits of suspended/cantiliver slab etc complete all as specified and as directed. | 140 | Sqm | - | - |
| 4 | M&L Formwork flat rough finished to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening complete all as specified and as directed. | 192 | RM | - | - |
| 5 | M&L RCC (Nominal mix) 1:2:4 ( 20 mm graded aggregate) as in Columns, pillars, piers, posts, beams, isolated footings .lintel, cantiliver slab,shelves etc complete all as specified and as directed. | 26.5 | Cum | - | - |
| 6 | M&L mild steel TMT bars 10mm dia and over, cut to length, bent to shape required incl cranking, bending spirally for hoping for columns hooking ends and bindind with ms wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed. | 2,700 | Kg | - | - |
| 7 | Ditto as sl item No. 6 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders | 700 | Kg | - | - |
| 8 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in 1:6 complete all as specified and as directed. | 58.98 | Cum | - | - |
| 9 | M&L for Brickwork with sub-class `B’ bricks, straight or curved on plan to any radius in half brick thick walls built in 1:4 complete all as specified and as directed. | 9.32 | Sqm | - | - |
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