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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹89.0 L+₹14.2 L (19.0%)Rejected-AOC 25 P NO 310 | L2 | Rejected-AOC L2 | |
| 3 | L3₹95.0 L+₹20.2 L (27.0%)Rejected-AOC ANAS MANZIL KALLELIBHAGOM KARUNAGAPPALLY 690519 KOLLAM DIST KERALA | KOLLAM | KERALA | 690519 | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | anees rahim L3 | MERP CONSTRUCTIONS PRIVATE LIMITED L1 | SHAJI.P L2 |
|---|---|---|---|---|---|---|
| 1.00Appendix A | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 146.06 | sqm | 20 ₹2,921.1 | 17.78 ₹2,596.86 Lowest | 19 ₹2,775.05 |
| 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 | 73.8 | cum | 400 ₹29,520 | 296.25 ₹21,863.25 Lowest | 390 ₹28,782 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 51.66 | cum | 350 ₹18,081 | 264.65 ₹13,671.82 Lowest | 340 ₹17,564.4 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 36.94 | cum | 490 ₹18,100.11 | 1,147.48 ₹42,386.76 | 485 ₹17,915.42 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) | 29.55 | cum | 8,800 ₹2,60,040 | 7,879.77 ₹2,32,847.2 Lowest | 8,700 ₹2,57,085 |
| 1.01 | OD148346/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 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. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or not recoverable separately. All work upto plinth level | 45.42 | cum | 14,000 ₹6,35,824 | 9,480 ₹4,30,543.68 Lowest | 12,075 ₹5,48,398.2 |
| 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 | 7,238.2 | kilogram | 122 ₹8,83,060.4 | 115.78 ₹8,38,038.8 Lowest | 123 ₹8,90,298.6 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 79.2 | sqm | 425 ₹33,660 | 367.14 ₹29,077.49 Lowest | 420 ₹33,264 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 175.8 | sqm | 1,100 ₹1,93,380 | 855.44 ₹1,50,386.35 Lowest | 1,100 ₹1,93,380 |
Tender Value
₹81.3 L
EMD Value
₹50,000
Closing Date
19 May 2026, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer PWD Buildings Division Alappuzh
GENERAL Budget Work 2025 26 New building for Madambil Govt UP School in Kandalloor Gramapanchayat Construction of new School Building for Govt UP school Madampil General Civil Work
2026_PWD_850301_1
PWD/BLDG/TR/16910/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Alappuzha
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
4 Jul 2026
12 May 2026
21 May 2026
12 May 2026
19 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1 | cum | - | - |
| 1.004 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | OD148346/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 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. Note:- Cement content considered in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is not payable or not recoverable separately. 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 | 1 | kilogram | - | - |
| 1.008 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
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