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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.1 LAccepted-AOC | ₹45.1 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | K A Nissar L1 |
|---|---|---|---|---|
| 1.00Estimate | ||||
| 1.00 | 2.8.1: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 up to 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 | 136.04 | cum | 347.85 ₹47,321.51 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 23.12 | cum | 126.7 ₹2,929.3 Lowest |
| 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) | 22.53 | cum | 7,671.1 ₹1,72,822.21 Lowest |
| 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 | 101.28 | sqm | 373.42 ₹37,819.98 Lowest |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 285.3 | sqm | 737.7 ₹2,10,465.81 Lowest |
| 1.01 | OD251179/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the requirerd strength. Note:-Minimum Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per the design mix is not payable separately as per order No. CE/BL/GL/6541/2015 dated 30/08/2017 of CE buildings PWD .All work upto plinth level | 29.62 | cum | 10,530.21 ₹3,11,862.7 Lowest |
| 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 | 3,664.21 | kilogram | 108.72 ₹3,98,372.91 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 77.95 | sqm | 975.27 ₹76,024.25 Lowest |
| 1.01 | OD267503/2025-2026:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 17.64 | cum | 6,605.71 ₹1,16,524.72 Lowest |
Tender Value
₹46.6 L
EMD Value
₹50,000
Closing Date
26 May 2026, 2:00 pmClosed
The Executive Engineer
Office of the Executive Engineer,PWD Buildings Division,Ernakulam
for the Construction of Kitchen Block
2026_PWD_831876_4
PWD/BLDG/TR/17673/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
270 days
Chengamanad
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
28 Jul 2026
15 May 2026
28 May 2026
15 May 2026
26 May 2026
15 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Estimate | |||||
| 1.001 | 2.8.1: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 up to 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 | 1 | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 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 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.006 | OD251179/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Cement content obtained as per mix design shall be used by the contractor at site to obtain the requirerd strength. Note:-Minimum Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per the design mix is not payable separately as per order No. CE/BL/GL/6541/2015 dated 30/08/2017 of CE buildings PWD .All work upto plinth level | 1 | cum | - | - |
| 1.007 | 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 | - | kilogram | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.8 | sqm | - | - |
| 1.009 | OD267503/2025-2026:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | cum | - | - |
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