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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.4 LAccepted-AOC | ₹16.4 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹16.6 LRejected-Finance | ₹16.6 L | L2 | Rejected-Finance Lowest second |
| Sl No | Description | Qty | Unit | praveenkumar L2 | anil kumar L1 |
|---|---|---|---|---|---|
| 1.00Earth Filling | |||||
| 1.00 | OD2528/2025-2026:Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,transporting to site,spreading ,grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1 | 382.74 | cum | 1,310 ₹5.0 L | 1,272.3 ₹4.9 L |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 94.5 | cum | 2,380 ₹2.2 L | 2,409.54 ₹2.3 L |
| 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 | 53.9 | cum | 930 ₹50,127 | 913.57 ₹49,241.42 |
| 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. | 93.91 | cum | 6,710 ₹6.3 L | 6,642.33 ₹6.2 L |
| 2.00 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4 | 15.29 | cum | 9,000 ₹1.4 L | 9,086.55 ₹1.4 L |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.31 | tonne | 1,00,120 ₹31,437.68 | 97,424 ₹30,591.14 |
| 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) | 4.55 | cum | 9,200 ₹41,860 | 9,267 ₹42,164.85 |
| 2.01 | OD364696/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes 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 R.C.C. pipe Modified DAR 19.6.7 | 15 | metre | 2,500 ₹37,500 | 2,628 ₹39,420 |
Tender Value
₹16.9 L
EMD Value
₹42,358
Closing Date
9 Feb 2026, 11:00 amClosed
Block Development Officer
Block Development Officer Pattanakkad Pattanakkad P O
MPLADS 2024 25 Sri K C Venugopal MP 18 th Loksabha Construction of Dr B R Ambedkar road in the 2 nd ward of Thuravoor GP SCP General Civil Work
2026_CRD_827905_2
105/BDO/PTKD/25
Open Tender
Civil Works - Roads
180 days
Pattanakkad Block Panchayath
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,760
Yes
₹42,358
Yes
2 May 2026
2 Feb 2026
10 Feb 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
Earth Filling
OD2528/2025-2026:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads,transporting to site,spreading ,grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.
Side protection
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
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.
11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
OD364696/2025-2026:Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes 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 R.C.C. pipe Modified DAR 19.6.7
OD330669/2025-2026: Granite for name board of size 75 cm x 60 cm with letters
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