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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹23.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹25.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹25.9 L | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹26.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹26.5 L | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹26.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹26.8 L | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹27.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹27.1 L | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJMOHAN SINGH L1 | BHARAT RAM JOSHI L4 | DURGESH BANGAIE L2 | JASPAL SINGH L5 | KISHORE SINGH MANDRWAL L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 273.3 | Sq.M. | 30 ₹8,199 | 21 ₹5,739.3 | 40 ₹10,932 | 46 ₹12,571.8 | 20 ₹5,466 Lowest |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including quivalent design mix) | 12.48 | Cum. | 1,300 ₹16,224 Lowest | 2,000 ₹24,960 | 1,800 ₹22,464 | 2,050 ₹25,584 | 2,000 ₹24,960 |
| 3.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 11.31 | Cum | 900 ₹10,179 Lowest | 2,200 ₹24,882 | 2,500 ₹28,275 | 3,030 ₹34,269.3 | 2,200 ₹24,882 |
| 4.00 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area beyond 3 sq. metres | 24 | Nos. | 200 ₹4,800 Lowest | 250 ₹6,000 | 350 ₹8,400 | 460 ₹11,040 | 250 ₹6,000 |
| 5.00 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. | 24 | Nos. | 130 ₹3,120 | 80 ₹1,920 Lowest | 100 ₹2,400 | 110 ₹2,640 | 80 ₹1,920 Lowest |
| 6.00 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases above plinth level up tofloor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 11.31 | Cum | 5,000 ₹56,550 Lowest | 10,500 ₹1,18,755 | 11,000 ₹1,24,410 | 11,000 ₹1,24,410 | 10,500 ₹1,18,755 |
| 7.00 | 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. | 1,343.06 | Kg | 100 ₹1,34,306 | 98 ₹1,31,619.88 | 92 ₹1,23,561.52 Lowest | 100 ₹1,34,306 | 95 ₹1,27,590.7 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 113.1 | Sq.M. | 700 ₹79,170 | 555 ₹62,770.5 | 280 ₹31,668 Lowest | 600 ₹67,860 | 550 ₹62,205 |
| 9.00 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | 1,012.2 | Sqm | 300 ₹3,03,660 | 250 ₹2,53,050 | 180 ₹1,82,196 Lowest | 290 ₹2,93,538 | 250 ₹2,53,050 |
| 10.00 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate | 45.8 | sqm | 500 ₹22,900 | 700 ₹32,060 | 480 ₹21,984 Lowest | 500 ₹22,900 | 700 ₹32,060 |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
30 Jul 2026, 3:00 pmClosed
Executive Engineer
Office of the EE, PD, PWD, New Tehri
Repair and maintenance work on residential buildings (H-Block, Type-2) in New Tehri under the District Plan (Pooled Housing) for the year 2026-27.
2026_pwd_97658_1
1399/1A Datef 02-07-2026
Open Tender
Civil Works - Buildings
Item Rate
180 days
New Tehri
As Per Tender Notice, Tender Document and BOQ
2 documents required · 2 mandatory
₹2,950
E.E. PD, PWD, New Tehri
₹60,000
1 Aug 2026
14 Jul 2026
30 Jul 2026
14 Jul 2026
30 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 273.3 | Sq.M. | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (including quivalent design mix) | 12.48 | Cum. | - | - |
| 3 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 11.31 | Cum | - | - |
| 4 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area beyond 3 sq. metres | 24 | Nos. | - | - |
| 5 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as per directions of Engineer-in- Charge. | 24 | Nos. | - | - |
| 6 | Reinforced cement concrete work in beams, suspended floors, roofs havingslope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills, staircases and spiral stair cases above plinth level up tofloor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 11.31 | Cum | - | - |
| 7 | 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. | 1,343.06 | Kg | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 113.1 | Sq.M. | - | - |
| 9 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. | 1,012.2 | Sqm | - | - |
| 10 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate | 45.8 | sqm | - | - |
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