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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-AOC | ₹5.4 L | 1 | Accepted-AOC Selected As per Panchayath Board Resolution |
| 2 | 2₹5.8 LRejected-AOC | ₹5.8 L | 2 | Rejected-AOC Selected As per Panchayath Board Resolution |
| 3 | 3₹6.0 LRejected-Finance | ₹6.0 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MUHAMMED ALI P L3 | MOIDEEN. E L2 | Ottappalam Taluk Karinkal Quary Operators Industrial Co Op Society Cherpulassery L1 |
|---|---|---|---|---|---|---|
| 1.00SOCKPIT | ||||||
| 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 | 144 | cum | 334.89 ₹48,224.16 | 322.96 ₹46,506.24 | 303.95 ₹43,768.80 |
| 1.00 | OD500066/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels cost and
conveyance of all materials labour charges etc. complete as per direction of Departmental officers
at site | 68 | cum | 3,717.91 ₹2.5 L | 3,585.33 ₹2.4 L | 3,374.45 ₹2.3 L |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 12 | cum | 7,767.78 ₹93,213.36 | 7,490.78 ₹89,889.36 | 7,050.25 ₹84,603 |
| 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 | 11.52 | sqm | 359.51 ₹4,141.56 | 346.69 ₹3,993.87 | 326.3 ₹3,758.98 |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.64 | cum | 9,765.04 ₹84,369.95 | 9,416.82 ₹81,361.32 | 8,863 ₹76,576.32 |
| 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 | 640 | kilogram | 104.67 ₹66,988.80 | 100.93 ₹64,595.20 | 95 ₹60,800 |
| 1.01 | 50.18.9.16.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall | 120 | metre | 405.14 ₹48,616.80 | 390.69 ₹46,882.80 | 367.7 ₹44,124 |
Tender Value
₹6.4 L
EMD Value
₹16,068
Closing Date
19 Mar 2026, 3:00 pmClosed
Assistant Engineer
O/O Assistant Engineer LID EW Section Nellaya GP
Annual Plan-NLY GP 2025-26 PROJECT NO 1 6 6 C O M M U N I T Y L I Q U I D W A S T E MANAGEMENT-COMMUNITY LIQUID WASTE MANAGEMENT SBM-530950, CFC TIED-227550-General Civil Work
2026_LSGD_846369_1
ET-6/166/AE/LSGD/NLY/25-26
Open Tender
Civil Works - Roads
365 days
NELLAYA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,420
₹16,068
6 Jun 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
SOCKPIT
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
OD500066/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
50.18.9.16.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 6Kgf/cm2 - External work - Exposed on wall
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