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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-AOC NIJA MANZIL KALLELIBHAGOM KARUNAGAPPALLY KOLLAM | ₹8.5 L | 1 | Accepted-AOC L1 |
| 2 | 2₹8.6 LRejected-AOC ANAS MANZIL KALLELIBHAGOM KARUNAGAPPALLY 690519 KOLLAM DIST KERALA | KOLLAM | KERALA | 690519 | ₹8.6 L | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NIJAMON L1 | anees rahim L2 |
|---|---|---|---|---|---|
| 1.00Internal roads, Boundary walls, Drains-2 | |||||
| 1.00 | 16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 144 | sqm | 231 ₹33,264 | 235 ₹33,840 |
| 1.00 | 16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 | 16.88 | cum | 3,407 ₹57,493.13 | 3,500 ₹59,062.50 |
| 1.00 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | 18 | cum | 3,593 ₹64,674 | 3,600 ₹64,800 |
| 1.00 | 16.91.2:Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,
thickness & size/ shape, made by table vibratory method using PU mould, laid in
required colour & pattern over 50mm thick compacted bed of sand, compacting and
proper embedding/laying of inter locking paver blocks into the sand bedding layer
through vibratory compaction by using plate vibrator, filling the joints with sand and
cutting of paver blocks as per required size and pattern, finishing and sweeping
extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 120 | sqm | 1,296 ₹1.6 L | 1,300 ₹1.6 L |
| 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 | 27.75 | cum | 367 ₹10,184.25 | 367 ₹10,184.25 |
| 1.01 | 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) | 3.5 | cum | 8,759 ₹30,656.50 | 8,759 ₹30,656.50 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 6 | sqm | 394 ₹2,364 | 400 ₹2,400 |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.95 | cum | 10,185 ₹50,415.75 | 10,185 ₹50,415.75 |
| 1.01 | 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. | 48 | sqm | 858 ₹41,184 | 860 ₹41,280 |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
30 Oct 2025, 3:00 pmClosed
AEE PWD Building Sub Division Attingal
Office of the AEE Buildings Sub division Attingal
construction of RR protection wall, laying interlock and other beautification works
2025_PWD_813763_1
PWD/BLDG/TR/16914/2025_5_1_1/1
Open Tender
Civil Works - Buildings
90 days
Varkala
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,870
Yes
₹21,186
Yes
27 Jan 2026
23 Oct 2025
1 Nov 2025
23 Oct 2025
30 Oct 2025
23 Oct 2025
Work Name:LAC-ADS-GOVT.ITI,VARKALA-Providing interlocking paver blocks, and allied beautification works.-General Civil Work
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