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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.0 LAdmitted-Fee/PreQual/Technical/Finance P NO 134 24 CONCRETING OF KALEEKKALAYYSTHU CHENKIVETH ROAD AT W 10 | PALAKKAD | KERALA | 678001 | ₹39.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹40.1 L+₹1.1 L (2.88%)Admitted-Fee/PreQual/Technical/Finance | ₹40.1 L+₹1.1 L (2.88%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹40.7 L+₹1.7 L (4.34%)Admitted-Fee/PreQual/Technical/Finance | ₹40.7 L+₹1.7 L (4.34%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹41.8 L+₹2.8 L (7.07%)Admitted-Fee/PreQual/Technical/Finance LSGD PANDALAM BLOCK PANCHAYATH KULANADA P O | ALAPPUZHA | KERALA | 686102 | ₹41.8 L+₹2.8 L (7.07%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹42.1 L+₹3.1 L (8.05%)Admitted-Fee/PreQual/Technical/Finance | ₹42.1 L+₹3.1 L (8.05%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | PRABHA.M.V L4 | ANISHZACHARIAH L6 | Krishnakumar Krishnan Nair L3 | ABU K ZACHARIAH L2 | P SREEKUMAR L5 | MUHAMMED SAMROOD L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 27.96 | cum | 27 ₹754.92 Lowest | 490 ₹13,700.4 | 480 ₹13,420.8 | 400 ₹11,184 | 450 ₹12,582 | 440 ₹12,302.4 |
| 1.00 | 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 | 142.86 | cum | 900 ₹1,28,574 | 960.66 ₹1,37,239.89 | 940 ₹1,34,288.4 | 800 ₹1,14,288 Lowest | 900 ₹1,28,574 | 860 ₹1,22,859.6 |
| 1.00 | OD521178/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | 16.78 | cum | 3,900 ₹65,426.4 | 4,001.68 ₹67,132.18 | 3,900 ₹65,426.4 | 3,200 ₹53,683.2 Lowest | 3,900 ₹65,426.4 | 3,800 ₹63,748.8 |
| 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. | 377.06 | cum | 6,800 ₹25,64,021.6 | 6,984.73 ₹26,33,676.26 | 6,500 ₹24,50,903 | 6,550 ₹24,69,756.1 | 6,840 ₹25,79,104.08 | 6,300 ₹23,75,490.6 Lowest |
| 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) | 15.12 | cum | 9,500 ₹1,43,592.5 | 9,745.29 ₹1,47,300.06 | 9,500 ₹1,43,592.5 | 9,250 ₹1,39,813.75 | 9,500 ₹1,43,592.5 | 8,700 ₹1,31,500.5 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.17 | tonne | 1,00,437 ₹1,17,109.54 | 1,02,446.06 ₹1,19,452.11 | 1,00,000 ₹1,16,600 | 90,000 ₹1,04,940 Lowest | 1,00,000 ₹1,16,600 | 91,000 ₹1,06,106 |
| 1.01 | 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 | 4 | tonne | 1,00,926 ₹4,03,300.3 | 1,02,944.64 ₹4,11,366.78 | 1,00,200 ₹4,00,399.2 | 90,000 ₹3,59,640 Lowest | 1,00,000 ₹3,99,600 | 91,000 ₹3,63,636 |
| 1.01 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.6 | cum | 9,000 ₹32,400 | 9,181.49 ₹33,053.36 | 8,800 ₹31,680 | 8,500 ₹30,600 | 9,000 ₹32,400 | 8,200 ₹29,520 Lowest |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 33.3 | cum | 10,000 ₹3,33,000 | 10,666.56 ₹3,55,196.45 | 9,900 ₹3,29,670 Lowest | 10,250 ₹3,41,325 | 10,400 ₹3,46,320 | 10,000 ₹3,33,000 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 5:00 pmClosed
Executive Engineer
LID EW ALAPPUZHA
Fresh tender LAC ADS 2023 24 Construction of Road and Retaining wall Reach 2 at Kakkada Palam to Palli in ward 8 of Venmony GP General Civil Work
2026_LSGD_860135_21
JP/JULY/FRESH/LIDEW/ALPY/26-27
Open Tender
Civil Works - Roads
Item Rate
90 days
ALAPPUZHA DP
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
24 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | - | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD521178/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.004 | 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. | 0.8 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.007 | 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 | - | tonne | - | - |
| 1.008 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.009 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 1 | cum | - | - |
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