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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 CrRejected-AOC KARITHALAKKAL PUTHEN VEEDU ELAVANKKARA VELIYAMCODE PO TRIVANDRUM | TRIVANDRUM | ₹2.1 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | S SAJEER L1 | SURESH KUMAR P L2 |
|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||
| 1.00 | 2.6.1: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 | 563.5 | cum | 226.16 ₹1,27,441.16 | 249.66 ₹1,40,683.41 |
| 1.00 | 4.1.8: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) | 56.35 | cum | 6,964.16 ₹3,92,430.42 | 7,687.5 ₹4,33,190.63 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 301 | sqm | 339 ₹1,02,039 | 374.21 ₹1,12,637.21 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 850 | sqm | 737.07 ₹6,26,509.5 | 813.63 ₹6,91,585.5 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 165 | sqm | 669.73 ₹1,10,505.45 | 739.29 ₹1,21,982.85 |
| 1.01 | OD332125/2025-2026:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: No additional cost payable for excess cement used beyond the specified cement content.
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 165.75 | cum | 9,559.78 ₹15,84,533.54 | 10,552.72 ₹17,49,113.34 |
| 1.01 | OD332126/2025-2026:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: No additional payment for excess cement used beyond the specified cement content
All work above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum | 274.05 | cum | 11,345.83 ₹31,09,267.98 | 12,524.27 ₹34,32,213.57 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 34,661.64 | kilogram | 98.69 ₹34,20,757.25 | 108.94 ₹37,76,039.06 |
| 1.01 | 5.22A.6: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 | 50,490.75 | kg | 98.69 ₹49,82,932.12 | 108.94 ₹55,00,462.31 |
Tender Value
₹2.2 Cr
EMD Value
₹1 L
Closing Date
23 Mar 2026, 4:00 pmClosed
O/o The Superintending Engineer,PWD Judicial Blds
O/o The Superintending Engineer,PWD Judicial Blds
The estimate is prepared for compound wall after demolishing and to reconstruct with RCC retaining wall for a length of 85 m length and balance portion with RR masonry retaining wall
2026_PWD_846922_1
PWD/BLDG/TR/550/2022_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
Thiruvanamthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹8,270
₹1 L
Yes
online google meet
27 Jun 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
12 Mar 2026 - 23 Mar 2026
16 Mar 2026
Detailed Estimate
2.6.1: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
4.1.8: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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
OD332125/2025-2026:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: No additional cost payable for excess cement used beyond the specified cement content. All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum
OD332126/2025-2026:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: No additional payment for excess cement used beyond the specified cement content All work above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.22A.6: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
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
OD293003/2025-2026:Random rubble masonry with departmental hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) Considering the top of the retaining wall as the Ground level
OD293004/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
OD335434/2025-2026:Providing weep holes using75 mm PVC pipes working pressure4kg/sq cm including cost of material,conveyance ,labor charges etc.complete ,BASED ON 60.6
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