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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.3 LAccepted-AOC | 1 | Accepted-AOC AOC | |
| 2 | Rejected-Technical | - | Rejected-Technical . | |
| 3 | Rejected-Technical ELAINATHU VADAKKETHIL KUDASSANAD PO | KOTTAYAM | KERALA | 686102 | - | Rejected-Technical .. | |
| 4 | Rejected-Technical | - | Rejected-Technical .. | |
| 5 | Rejected-Technical | - | Rejected-Technical . |
| Sl No | Description | Qty | Unit | sruthy L5 | LISSON K GEORGE L6 | BIJU M L1 | GIJI VARGHESE L3 | GIRIDHAR E V L4 | VIPIN RAJ, K L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Protection wall | |||||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 21.75 | cum | 800 ₹17,400 | 600 ₹13,050 | 600 ₹13,050 | 782 ₹17,008.5 | 799.61 ₹17,391.52 | 550 ₹11,962.5 Lowest |
| 1.00 | OD160254/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 , P.C.C grade M 10 , Nominal mix 1:3:6 without form work | 3.62 | cum | 7,500 ₹27,187.5 | 7,000 ₹25,375 | 7,000 ₹25,375 | 7,200 ₹26,100 | 7,348.32 ₹26,637.66 | 6,800 ₹24,650 Lowest |
| 1.00 | 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. | 55.53 | cum | 6,080 ₹3,37,652.8 | 6,200 ₹3,44,317 | 4,400 ₹2,44,354 Lowest | 5,696 ₹3,16,327.36 | 5,756.22 ₹3,19,671.68 | 5,150 ₹2,86,005.25 |
| 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) | 3.92 | cum | 7,500 ₹29,370 | 8,000 ₹31,328 | 7,000 ₹27,412 Lowest | 7,948 ₹31,124.37 | 8,111.52 ₹31,764.71 | 8,000 ₹31,328 |
| 1.00 | OD157450/2026-2027:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 11.31 | cum | 400 ₹4,524 | 400 ₹4,524 | 350 ₹3,958.5 | 416 ₹4,704.96 | 773.64 ₹8,749.87 | 300 ₹3,393 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.16 | tonne | 90,000 ₹14,130 | 85,000 ₹13,345 | 80,000 ₹12,560 Lowest | 83,563 ₹13,119.39 | 85,271.28 ₹13,387.59 | 87,000 ₹13,659 |
Tender Value
₹5.8 L
EMD Value
₹14,500
Closing Date
3 Sept 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LIDEW Kulanada GP
308/26-27 RAMANCHIRA CHIRAKKARA AANJILUVILA PULLUVILA ROAD SIDE WALL CONSTRUCTION IN WARD 10
2026_LSGD_865887_24
1/AE/LSGD/KGP/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kulanada GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,400
Yes
₹14,500
Yes
3 Oct 2026
22 Aug 2026
5 Sept 2026
22 Aug 2026
3 Sept 2026
22 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Protection wall | |||||
| 1.001 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | OD160254/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 , P.C.C grade M 10 , Nominal mix 1:3:6 without form work | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD157450/2026-2027:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
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