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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69,488.98Accepted-AOC | ₹69,488.98 | L1 | Accepted-AOC Accepted |
| 2 | L2₹85,983.72Rejected-AOC | ₹85,983.72 | L2 | Rejected-AOC Rejected |
| 3 | L3₹85,983.72Rejected-Finance | ₹85,983.72 | L3 | Rejected-Finance High quoted rate |
| Sl No | Description | Qty | Unit | MUSTHAFA T L2 | Nasar L2 | Sudheendran V L1 |
|---|---|---|---|---|---|---|
| 1.00Road Side Protection & concrete | ||||||
| 1.00 | OD423741/2025-2026: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 | 6.16 | cum | 255.03 ₹1,570.98 | 255.03 ₹1,570.98 | 299.8 ₹1,846.77 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.29 | cum | 8,910.55 ₹2,575.15 | 8,910.55 ₹2,575.15 | 7,201.15 ₹2,081.13 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.12 | cum | 9,457.71 ₹39,013.05 | 9,457.71 ₹39,013.05 | 7,643.35 ₹31,528.82 |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.18 | tonne | 99,906.77 ₹17,783.41 | 99,906.77 ₹17,783.41 | 80,740.9 ₹14,371.88 |
| 1.00 | OD421853/2025-2026:PVC WEEP HOLES- Providing weep holes using 63 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 1.6 | metre | 403.28 ₹645.25 | 403.28 ₹645.25 | 82.6 ₹132.16 |
| 1.01 | OD421854/2025-2026: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. | 2.64 | cum | 328.41 ₹867 | 328.41 ₹867 | 265.4 ₹700.66 |
| 1.01 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 1.97 | cum | 778.3 ₹1,536.36 | 778.3 ₹1,536.36 | 629 ₹1,241.65 |
| 1.01 | OD421857/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material | 0.99 | cum | 3,347.87 ₹3,304.35 | 3,347.87 ₹3,304.35 | 2,515.54 ₹2,482.84 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1.97 | cum | 9,467.16 ₹18,688.17 | 9,467.16 ₹18,688.17 | 7,651 ₹15,103.07 |
Tender Value
₹86,861
EMD Value
₹2,172
Closing Date
30 Jan 2026, 3:00 pmClosed
Assistant Engineer
Assistant Engineer, LID EW Section, Karimpuzha Grama Panchayath
Kottekkad Chulliyode Road Rennovation -Project No. 377/26
2026_LSGD_829725_2
6/2025 26/AE/LID EW/KGP
Open Tender
Civil Works - Roads
KARIMPUZHA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹2,172
Yes
2 Mar 2026
22 Jan 2026
2 Feb 2026
22 Jan 2026
30 Jan 2026
22 Jan 2026
Road Side Protection & concrete
OD423741/2025-2026: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
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD421853/2025-2026:PVC WEEP HOLES- Providing weep holes using 63 mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
OD421854/2025-2026: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.
2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
OD421857/2025-2026:Modified Data of MoRD-2021 (Item No.4.1.A)-Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Technical Specification Clause 401 (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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