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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.1 LAccepted-AOC | ₹10.1 L | L1 | Accepted-AOC AOC |
| 2 | L2₹13.6 L+₹3.5 L (34.5%)Rejected-Finance BANSAL NIWAS RAM NAGAR SHIMLA 171004 HIMACHAL PRADESH | SHIMLA | HIMACHAL PRADESH | 171004 | ₹13.6 L+₹3.5 L (34.5%) | L2 | Rejected-Finance 2nd lowest bidder |
| Sl No | Description | Qty | Unit | Sandeep Kumar L2 | HARVINDER SINGH L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. as per direction of Engineer-in-Charge. | 8.48 | Cum. | 250 ₹2,120 | 170 ₹1,441.6 Lowest |
| 2.00 | 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) : 8 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge. | 6.97 | Cum. | 4,800 ₹33,456 Lowest | 4,900 ₹34,153 |
| 3.01 | Centering and shuttering including strutting, propping etc. and removal of form work for : (a) Foundations, footings, bases for columns as per direction of Engineer-in-Charge. | 5.76 | Sqm. | 300 ₹1,728 | 210 ₹1,209.6 Lowest |
| 3.02 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc and as per direction of Engineer-in-Charge. | 32.43 | Sqm. | 850 ₹27,565.5 | 405 ₹13,134.15 Lowest |
| 3.03 | Arches, domes, vaults up to 6 m span and as per direction of Engineer-in-Charge. | 149.33 | Sqm. | 850 ₹1,26,930.5 Lowest | 1,100 ₹1,64,263 |
| 4.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge. | 6.53 | Cum. | 9,500 ₹62,035 | 7,600 ₹49,628 Lowest |
| 5.00 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge. | 14.93 | Cum. | 11,000 ₹1,64,230 | 8,100 ₹1,20,933 Lowest |
| 6.00 | 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 as per direction of Engineer-in-Charge. | 2,360.6 | Kg | 98 ₹2,31,338.8 | 74 ₹1,74,684.4 Lowest |
| 7.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer-in-Charge. | 0.91 | Cum. | 9,500 ₹8,645 | 5,200 ₹4,732 Lowest |
| 8.00 | Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) as per direction of Engineer-in-Charge. | 0.36 | Cum. | 11,500 ₹4,140 | 9,500 ₹3,420 Lowest |
Tender Value
₹11.2 L
EMD Value
₹22,400
Closing Date
16 Apr 2026, 5:00 pmClosed
Executive Engineer
HPSIDC Shimla
Construction of Dome Theatre
2026_SIDC_132839_1
Job No. 6
Open Tender
Civil Works
Item Rate
120 days
Shimla
Please refer Tender documents.
8 documents required · 8 mandatory
₹600
₹22,400
1 Jul 2026
1 Apr 2026
17 Apr 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil. as per direction of Engineer-in-Charge. | - | Cum. | - | - |
| - | 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) : 8 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge. | - | Cum. | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form work for : (a) Foundations, footings, bases for columns as per direction of Engineer-in-Charge. | - | Sqm. | - | - |
| - | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc and as per direction of Engineer-in-Charge. | - | Sqm. | - | - |
| - | Arches, domes, vaults up to 6 m span and as per direction of Engineer-in-Charge. | - | Sqm. | - | - |
| - | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge. | - | Cum. | - | - |
| - | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per direction of Engineer-in-Charge. | - | Cum. | - | - |
| - | 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 as per direction of Engineer-in-Charge. | - | Kg | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer-in-Charge. | - | Cum. | - | - |
| - | Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) as per direction of Engineer-in-Charge. | - | Cum. | - | - |
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