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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC | ₹6.0 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹6.1 L+₹11,092.28 (1.84%)Rejected-AOC CHELLIMARTHARA PANDARAKKULAM SC COLONY COMPREHENSIVE DEVELOPMENT THENKURISSI GRAMA PANCHAYAT THAROOR DIVISION PROJECT NO 145 24 COLONY SAMAGRA VIKASANAM PROJECT NO 145 24 GENERAL CIVIL WORK | PALAKKAD | KERALA | 672122 | ₹6.1 L+₹11,092.28 (1.84%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RAJESH.R L1 | NIKHIL. C .K L2 |
|---|---|---|---|---|---|
| 1.00Retaining wall | |||||
| 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 | 37.44 | cum | 256.44 ₹9,601.11 Lowest | 261.16 ₹9,777.83 |
| 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) | 6.24 | cum | 5,655.36 ₹35,289.45 Lowest | 5,759.28 ₹35,937.91 |
| 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) | 21.84 | cum | 5,963.1 ₹1,30,234.1 Lowest | 6,072.68 ₹1,32,627.33 |
| 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) | 37.44 | cum | 6,584.32 ₹2,46,516.94 Lowest | 6,705.31 ₹2,51,046.81 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 62.4 | sqm | 275.29 ₹17,178.1 Lowest | 280.35 ₹17,493.84 |
| 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. | 190.35 | sqm | 598.55 ₹1,13,933.99 Lowest | 609.55 ₹1,16,027.84 |
| 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 | 569.09 | kilogram | 80.15 ₹45,612.4 Lowest | 81.62 ₹46,448.96 |
| 1.01 | OD434462/2025-2026: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. | 28.8 | metre | 80.61 ₹2,321.57 Lowest | 82.1 ₹2,364.48 |
| 1.01 | OD434461/2025-2026:Supplying and providing readymade GI name board all conveyance, labour and hire
charge etc. complete using GI hollow tube of size 80x40x1.4mm Post. 40x20x1.4mm
outer frame, 0.60mm thick iron sheet of size 0.90x0.60 cm 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 | no | 2,990.02 ₹2,990.02 Lowest | 3,044.96 ₹3,044.96 |
Tender Value
₹10 L
EMD Value
₹25,000
Closing Date
25 Feb 2026, 4:00 pmClosed
assistant executive engineer Lid and ew nemmara
Office of the assistant executive engineer LID EW Nemmara Block panchayat
Annual Plan Pookkurissi Kunju Veed Muthal appu Veed Vare Side protection In melarkode Gramampanchayat in 2025 2026 Annual plan 2025 2026 Nemmara Block Panchayat
2026_LSGD_837178_4
D1-T005/2025-26
Open Tender
Civil Works - Roads
Item Rate
Office of the assistant executive engineer
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Yes
₹25,000
Yes
4 Aug 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.006 | 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. | 1 | sqm | - | - |
| 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 | 0.2 | kilogram | - | - |
| 1.008 | OD434462/2025-2026: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. | - | metre | - | - |
| 1.009 | OD434461/2025-2026:Supplying and providing readymade GI name board all conveyance, labour and hire
charge etc. complete using GI hollow tube of size 80x40x1.4mm Post. 40x20x1.4mm
outer frame, 0.60mm thick iron sheet of size 0.90x0.60 cm 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. | - | no | - | - |
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