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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC KERALA | ₹3.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.7 LRejected-AOC | ₹3.7 L | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical High quoted rate |
| Sl No | Description | Qty | Unit | VISHNUDAS V L3 | VIJAYARAGHAVAN C L1 | FABIN DI SILVA L2 |
|---|---|---|---|---|---|---|
| 1.00Side protection | ||||||
| 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 | 19.43 | cum | 323.39 ₹6,284.76 | 314.07 ₹6,103.64 | 316.55 ₹6,151.83 |
| 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) | 2.82 | cum | 7,131.67 ₹20,104.18 | 6,926.21 ₹19,524.99 | 6,980.94 ₹19,679.27 |
| 1.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 9.24 | cum | 7,519.75 ₹69,520.09 | 7,303.11 ₹67,517.25 | 7,360.82 ₹68,050.78 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.55 | cum | 8,303.14 ₹1.8 L | 8,063.93 ₹1.7 L | 8,127.65 ₹1.8 L |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 20.31 | sqm | 347.16 ₹7,051.51 | 337.16 ₹6,848.39 | 339.82 ₹6,902.42 |
| 1.01 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 84.57 | sqm | 754.8 ₹63,833.44 | 733.05 ₹61,994.04 | 738.85 ₹62,484.54 |
| 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 | 307.93 | kilogram | 101.07 ₹31,122.49 | 98.16 ₹30,226.41 | 98.94 ₹30,466.59 |
| 1.01 | OD186644/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC
pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.
complete | 3 | metre | 101.66 ₹304.98 | 98.73 ₹296.19 | 99.51 ₹298.53 |
| 1.01 | OD186645/2025-2026:Supplying and providing readymade GI name board with all conveyance,labour and hire charges etc..complete using GI hollow tube of size 80x40x1.4mm post 40x20x1.4mm outer frame.0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size,fixing the post in ground with cc 1:2:4 etc..complete. | 1 | each | 3,770.55 ₹3,770.55 | 3,661.92 ₹3,661.92 | 3,690.86 ₹3,690.86 |
Tender Value
₹5 L
EMD Value
₹12,500
Closing Date
19 Sept 2025, 4:00 pmClosed
assistant executive engineer
office of the assistant executive engineer lsgd sub division nemmara
nemmara block panchayat Thekkekkad Sc Nagar Side Protection in Vandazhy Gramapanchayath
2025_LSGD_794193_11
02/2025-26
Open Tender
Civil Works - Roads
180 days
Nemmara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
Yes
₹12,500
Yes
6 Apr 2026
3 Sept 2025
22 Sept 2025
3 Sept 2025
19 Sept 2025
3 Sept 2025
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