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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹76.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹86.4 L+₹10.4 L (13.7%)Rejected-AOC 25 P NO 310 | L2 | Rejected-AOC L2 | |
| 3 | L3₹92.5 L+₹16.4 L (21.6%)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 | SHAJI.P L2 | MERP CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 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 | 504 | sqm | 20 ₹10,080 | 19 ₹9,576 | 18.05 ₹9,097.2 Lowest |
| 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 | 112.79 | cum | 400 ₹45,117.6 | 365 ₹41,169.81 | 246.62 ₹27,817.26 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) | 25.49 | cum | 8,800 ₹2,24,312 | 8,500 ₹2,16,665 | 7,999.47 ₹2,03,906.49 Lowest |
| 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. | 90.17 | cum | 350 ₹31,557.75 | 330 ₹29,754.45 | 268.67 ₹24,224.63 Lowest |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 45.48 | cum | 800 ₹36,388 | 750 ₹34,113.75 Lowest | 1,164.91 ₹52,985.93 |
| 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 | 111.24 | sqm | 430 ₹47,833.2 | 400 ₹44,496 | 372.71 ₹41,460.26 Lowest |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 159.96 | sqm | 1,000 ₹1,59,960 | 1,050 ₹1,67,958 | 868.43 ₹1,38,914.06 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 282 | sqm | 840 ₹2,36,875.8 | 800 ₹2,25,596 | 720.88 ₹2,03,284.56 Lowest |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 346.06 | sqm | 1,060 ₹3,66,820.42 | 1,000 ₹3,46,057 | 472 ₹1,63,338.9 Lowest |
Tender Value
₹82.2 L
EMD Value
₹50,000
Closing Date
19 May 2026, 4:00 pmClosed
Executive Engineer
Office of the Executive Engineer PWD Buildings Division Alappuzha
GENERAL Budget Work 2025 26 Construction of new School Building for Govt LPS Puthupally in Devikulangara Gramapanchayat Construction of new School Building for Govt LPS Puthupally General Civil Work
2026_PWD_850498_1
PWD/BLDG/TR/16909/2025_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
13 May 2026
21 May 2026
13 May 2026
19 May 2026
13 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 | 0.6 | 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 | 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. | - | cum | - | - |
| 1.005 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.006 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.007 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.009 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.8 | sqm | - | - |
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