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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹33.7 LAdmitted-Finance | ₹33.7 L | Admitted-Finance |
| 2 | ₹34.8 LAdmitted-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹34.8 L | Admitted-Finance |
| 3 | Rejected-Technical | - | Rejected-Technical Physical document not submit |
| 4 | Rejected-Technical | - | Rejected-Technical Physical document not submit |
| 5 | Rejected-Technical | - | Rejected-Technical Physical document not submit |
| Sl No | Description | Qty | Unit | VERSATILE | udayram |
|---|---|---|---|---|---|
| 1.00Civil Work | |||||
| 1.01 | Earth Work in excavation by mechanical / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm. on plan) including dressing sides and ramming of bottoms, lift up to 1.5 including getting out the excavated soil as directed.All kinds of soils. | 101.64 | Cum | 34,354.32 ₹34,354.32 | 33,083.82 ₹33,083.82 |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :"1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size). | 12 | Cum | 1,08,900 ₹1.1 L | 1,02,600 ₹1.0 L |
| 1.03 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 62 | Cum | 3,02,250 ₹3.0 L | 2,89,850 ₹2.9 L |
| 1.04 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | 24.3 | Cum | 2,91,600 ₹2.9 L | 2,77,729.56 ₹2.8 L |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | 14.94 | Cum | 1,77,039 ₹1.8 L | 1,69,621.29 ₹1.7 L |
| 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars | 1,759.19 | Kg | 2,67,396.88 ₹2.7 L | 2,37,490.65 ₹2.4 L |
| 1.07 | 12 mm thick cement plaster finish side brick work 1:6 cement mortar(1cement :6 coarse sand) including scaffolding | 81.99 | Sqm | 40,667.04 ₹40,667.04 | 35,337.69 ₹35,337.69 |
| 1.08 | Providing & Fixing Ist quality ceramic glazed floor tiles confirming to IS:15622 (thickness to be spacified by manufacture), of approved make, in all colours, shade except burgundy, bottle green, black of any size | 228 | Sqm | 4,52,580 ₹4.5 L | 4,44,372 ₹4.4 L |
| 1.09 | Finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work (two or more coats applied @ 1.43 ltr/10Sqm. Over and including base coat of water proofing cement paint applied @2.20 Kg/10Sqm) | 56.55 | Sqm | 14,476.8 ₹14,476.80 | 12,101.7 ₹12,101.70 |
Tender Value
₹34 L
EMD Value
₹93,000
Closing Date
7 May 2026, 11:00 amClosed
EEMI Tehri
Vikas Bhawan New Tehri
Const of Darshak Deergha and Protection Wall at Mini Stadium Chandrabadni Devprayag
2026_MI_94547_1
06/EEMI/2026-27
Open Tender
Civil Works
240 days
Chandrabadni Mini Stadium
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Executive Engineer MID
₹93,000
7 May 2026
22 Apr 2026
7 May 2026
23 Apr 2026
7 May 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Civil Work | ||||||
| 1.01 | Earth Work in excavation by mechanical / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm. on plan) including dressing sides and ramming of bottoms, lift up to 1.5 including getting out the excavated soil as directed.All kinds of soils. | - | Cum | - | - | item1 |
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :"1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size). | - | Cum | - | - | item2 |
| 1.03 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | - | Cum | - | - | item3 |
| 1.04 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | - | Cum | - | - | item4 |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | - | Cum | - | - | item5 |
| 1.06 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars | - | Kg | - | - | item6 |
| 1.07 | 12 mm thick cement plaster finish side brick work 1:6 cement mortar(1cement :6 coarse sand) including scaffolding | - | Sqm | - | - | item7 |
| 1.08 | Providing & Fixing Ist quality ceramic glazed floor tiles confirming to IS:15622 (thickness to be spacified by manufacture), of approved make, in all colours, shade except burgundy, bottle green, black of any size | - | Sqm | - | - | item8 |
| 1.09 | Finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade new work (two or more coats applied @ 1.43 ltr/10Sqm. Over and including base coat of water proofing cement paint applied @2.20 Kg/10Sqm) | - | Sqm | - | - | item9 |
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