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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAdmitted-Fee/PreQual/Technical/Finance | ₹9.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.6 L+₹55,268.39 (6.12%)Admitted-Fee/PreQual/Technical/Finance | ₹9.6 L+₹55,268.39 (6.12%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹10.0 L+₹99,310.33 (11.0%)Admitted-Fee/PreQual/Technical/Finance | ₹10.0 L+₹99,310.33 (11.0%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹10.0 L+₹99,887.60 (11.1%)Admitted-Fee/PreQual/Technical/Finance | ₹10.0 L+₹99,887.60 (11.1%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹10.2 L+₹1.2 L (13.1%)Admitted-Fee/PreQual/Technical/Finance | ₹10.2 L+₹1.2 L (13.1%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BAIJU A A L3 | Benadict L5 | Bibin L6 | ANNIE ENGINEERING WORKS L4 | SAFEER SADIQUE L2 | MAS BUILDERS & INFRASTRUCTURE L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00school maintenance | |||||||||
| 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 | 18 | cum | 234.42 ₹4,219.56 | 238.82 ₹4,298.76 | 244.74 ₹4,405.32 | 235 ₹4,230 | 224.11 ₹4,033.98 Lowest | 234.44 ₹4,219.92 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.9 | cum | 7,797.06 ₹7,017.35 | 7,943.59 ₹7,149.23 | 8,140.6 ₹7,326.54 | 7,780 ₹7,002 | 7,454.29 ₹6,708.86 Lowest | 7,797.92 ₹7,018.13 |
| 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. | 45.6 | sqm | 763.95 ₹34,836.12 | 778.31 ₹35,490.94 | 800 ₹36,480 | 724 ₹33,014.4 Lowest | 730.37 ₹33,304.87 | 764.04 ₹34,840.22 |
| 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 | 10.8 | sqm | 351.37 ₹3,794.8 | 357.97 ₹3,866.08 | 366.85 ₹3,961.98 | 370 ₹3,996 | 335.92 ₹3,627.94 Lowest | 351.41 ₹3,795.23 |
| 1.00 | 5.2.2: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. up tot 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 derived from natural sources) | 7.26 | cum | 11,621.41 ₹84,371.44 | 11,839.81 ₹85,957.02 | 12,140 ₹88,136.4 | 12,645 ₹91,802.7 | 11,110.52 ₹80,662.38 Lowest | 11,622.68 ₹84,380.66 |
| 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 | 734.4 | kilogram | 102.3 ₹75,129.12 | 104.22 ₹76,539.17 | 110 ₹80,784 | 101.5 ₹74,541.6 | 97.8 ₹71,824.32 Lowest | 102.31 ₹75,136.46 |
| 1.01 | 50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | 25 | metre | 270.52 ₹6,763 | 275.61 ₹6,890.25 | 282.44 ₹7,061 | 270 ₹6,750 | 258.63 ₹6,465.75 Lowest | 270.55 ₹6,763.75 |
| 1.01 | 50.18.7.4.2:Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall | 25 | metre | 307.36 ₹7,684 | 313.14 ₹7,828.5 | 320.91 ₹8,022.75 | 306 ₹7,650 | 293.85 ₹7,346.25 Lowest | 307.4 ₹7,685 |
| 1.01 | 50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | 8 | no | 690.19 ₹5,521.52 | 703.16 ₹5,625.28 | 720.6 ₹5,764.8 | 700 ₹5,600 | 659.85 ₹5,278.8 Lowest | 690.26 ₹5,522.08 |
Tender Value
₹11.0 L
EMD Value
₹27,600
Closing Date
8 Sept 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
KOCHI MUNICIPAL CORPORATION
S.549/27- Kochi Corporation Vyttila Zone, Division-50 - BASIC FACILITIES IN H S S PANAMPILLY NAGAR
2026_LSGD_866312_19
Kochi municipal Corporation CCPC3/27603/22(4)
Open Tender
Civil Works - Roads
Item Rate
180 days
ERNAKULAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,950
₹27,600
14 Sept 2026
1 Sept 2026
10 Sept 2026
1 Sept 2026
8 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1school maintenance | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.005 | 5.2.2: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. up tot 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 derived from natural sources) | 1 | cum | - | - |
| 1.006 | 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 | 1 | kilogram | - | - |
| 1.007 | 50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall | - | metre | - | - |
| 1.008 | 50.18.7.4.2:Providing and fixing PVC, pipes fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall | - | metre | - | - |
| 1.009 | 50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge. | - | no | - | - |
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