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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.1 LAccepted-Finance | ₹26.1 L | L1 | Accepted-Finance correct document uploaded |
| 2 | L2₹26.3 LAccepted-Finance | ₹26.3 L | L2 | Accepted-Finance correct document uploaded |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical The Bid rejected due to technically disqualified by the TEC due to the bidder not full filled the Required Documents |
| Sl No | Description | Qty | Unit | ABDUL SATHAR CN L1 | Mohammed Thasleem L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge: All kinds of soil | 36 | Cum | 480 ₹17,280 | 4,567 ₹1.6 L |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 12 | Cum | 20,800 ₹2.5 L | 16,967 ₹2.0 L |
| 3.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 2 | Cum | 24,000 ₹48,000 | 15,997 ₹31,994 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | 20 | sqm | 850 ₹17,000 | 777 ₹15,540 |
| 5.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 192 | Kg. | 120 ₹23,040 | 167 ₹32,064 |
| 6.00 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). | 21 | Cum | 19,500 ₹4.1 L | 9,997 ₹2.1 L |
| 7.00 | 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) | 63 | Cum | 20,500 ₹12.9 L | 9,997 ₹6.3 L |
| 8.00 | CEMENT PLASTER (IN FINE SAND) : 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 400 | Sqm | 520 ₹2.1 L | 1,213 ₹4.9 L |
| 9.00 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) | 330 | Sqm | 520 ₹1.7 L | 1,313 ₹4.3 L |
| 10.00 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm
over and including one coat of Special primer applied @
0.75 ltr /10 sqm | 730 | Sqm | 120 ₹87,600 | 267 ₹1.9 L |
Tender Value
Refer Docs
EMD Value
₹53,805
Closing Date
31 Mar 2026, 5:00 pmClosed
AE.MOHAMMED NASEEM
LPWD DIVISION AMINI
Construction of Compound wall for Powerhouse at Bitra
2026_UTL_3291_1
60/EE/LPWD/AMN/2026
Open Tender
Civil Works
60 days
Bitra
Please refer agreement document
7 documents required · 7 mandatory
₹0
₹53,805
3 Apr 2026
25 Mar 2026
1 Apr 2026
25 Mar 2026
31 Mar 2026
25 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge: All kinds of soil | |||||
| 2Providing 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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 3Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | |||||
| 4Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform | |||||
| 5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | |||||
| 6Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). | |||||
| 7Brick 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) | |||||
| 8CEMENT PLASTER (IN FINE SAND) : 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | |||||
| 915 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand) | |||||
| 10Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | |||||
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