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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC | ₹12.3 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹12.6 L+₹26,034.21 (2.12%)Rejected-Finance | ₹12.6 L+₹26,034.21 (2.12%) | L2 | Rejected-Finance Lowest second |
| 3 | L3₹13.2 L+₹93,274.65 (7.59%)Rejected-Finance | ₹13.2 L+₹93,274.65 (7.59%) | L3 | Rejected-Finance Lowest third |
| Sl No | Description | Qty | Unit | C.A BASHEER L1 | VIJAY V NAIR L3 | govind L2 |
|---|---|---|---|---|---|---|
| 1.00Formation | ||||||
| 1.00 | OD282251/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER) | 843.89 | cum | 1,208 ₹10,19,423.95 Lowest | 1,300 ₹10,97,062.2 | 1,265 ₹10,67,525.91 |
| 1.00 | OD72483/2026-2027:Providing and laying non - pressure NP2 class (light duty) RCC pipes with collars jointed with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand ) including testing of joints etc.complete : 600 mm dia RCC pipe Modified DAR 19.6.7 | 15 | 1 metre | 2,457 ₹36,855 Lowest | 2,600 ₹39,000 | 2,710 ₹40,650 |
| 2.00Side protection | ||||||
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 11.4 | cum | 868 ₹9,895.2 | 940 ₹10,716 | 700 ₹7,980 Lowest |
| 2.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 24.52 | cum | 6,310 ₹1,54,733.82 | 6,800 ₹1,66,749.6 | 5,350 ₹1,31,192.7 Lowest |
| 2.00 | 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) | 0.47 | cum | 8,803 ₹4,181.43 Lowest | 9,550 ₹4,536.25 | 9,000 ₹4,275 |
| 2.00 | OD282211/2025-2026: Granite for name board of size 75 cm
x 60 cm with letters | 1 | each | 4,500 ₹4,500 | 4,800 ₹4,800 | 4,000 ₹4,000 Lowest |
Tender Value
₹13.3 L
EMD Value
₹33,373
Closing Date
20 Jul 2026, 11:00 amClosed
Block Development Officer
Block Development Officer Pattanakkad Pattanakkad P O
MPLADS 2024 25 Honble MP Sri K C Venugopal 18 th Lok Sabha Formation of Karathattu Elakkandam Road in the 11 th ward of Thuravoor GP SCP General Civil Work
2026_CRD_859448_1
109/BDO/PTKD/25
Open Tender
Civil Works - Roads
Item Rate
270 days
Pattanakkad Block Panchayath
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹33,373
Yes
20 Aug 2026
7 Jul 2026
21 Jul 2026
7 Jul 2026
20 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Formation | |||||
| 1.001 | OD282251/2025-2026:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER) | 0.6 | cum | - | - |
| 1.002 | OD72483/2026-2027:Providing and laying non - pressure NP2 class (light duty) RCC pipes with collars jointed with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 coarse sand ) including testing of joints etc.complete : 600 mm dia RCC pipe Modified DAR 19.6.7 | - | 1 metre | - | - |
| 2Side protection | |||||
| 2.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - |
| 2.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 1 | cum | - | - |
| 2.003 | 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) | - | cum | - | - |
| 2.004 | OD282211/2025-2026: Granite for name board of size 75 cm
x 60 cm with letters | - | each | - | - |
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