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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.3 LAccepted-Finance KOTTAVILA PUTHUVAL PUTHENVEEDU PARASALA P O PAVATHIYANVILA | THIRUVANANTHAPURAM | KERALA | 695001 | L1 | Accepted-Finance lowest | |
| 2 | L2₹24.0 L+₹1.7 L (7.52%)Rejected-Finance | L2 | Rejected-Finance second lowest | |
| 3 | L3₹24.7 L+₹2.3 L (10.4%)Rejected-Finance | L3 | Rejected-Finance third lowest | |
| 4 | L4₹25.7 L+₹3.3 L (15.0%)Rejected-Finance KARISHOTT HOUSE CHERUVAYKK P O SANTHIDANG K P KRIKOPPARAVISH CHEVIKKULLI KURAKKI P O SUKKOOR BADARATHI WAYANAD 673592 | WAYANAD | WAYANAD | KERALA | 673592 | L4 | Rejected-Finance forth lowest |
| Sl No | Description | Qty | Unit | MOHANAN K L4 | SHABU B. L3 | SUBASH S L2 | SAJU K L1 |
|---|---|---|---|---|---|---|---|
| 1.00Road Rennovation | |||||||
| 1.00 | OD119198/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 1,245.6 | sqm | 33.8 ₹42,101.28 | 10 ₹12,456 Lowest | 30.05 ₹37,430.28 | 37.56 ₹46,784.74 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 186.84 | cum | 3,449.39 ₹6,44,484.03 | 3,300 ₹6,16,572 | 3,066.13 ₹5,72,875.73 Lowest | 3,449.39 ₹6,44,484.03 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1,245.6 | sqm | 80.42 ₹1,00,171.15 | 80 ₹99,648 | 64.34 ₹80,141.9 Lowest | 80.42 ₹1,00,171.15 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,245.6 | sqm | 19.29 ₹24,027.62 | 19 ₹23,666.4 | 15.43 ₹19,219.61 Lowest | 19.29 ₹24,027.62 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1,245.6 | sqm | 301.05 ₹3,74,987.88 | 301 ₹3,74,925.6 | 240.84 ₹2,99,990.3 Lowest | 301.05 ₹3,74,987.88 |
| 1.01 | 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 | 73.08 | cum | 866.48 ₹63,322.36 | 250 ₹18,270 Lowest | 876.11 ₹64,026.12 | 656.69 ₹47,990.91 |
| 1.01 | OD134281/2026-2027:DRY RUBBLE MASONRY (Without Through Stone) with hard 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. | 190.53 | cum | 5,719.91 ₹10,89,814.45 | 5,700 ₹10,86,021 | 5,751.51 ₹10,95,835.2 | 4,311.1 ₹8,21,393.88 Lowest |
| 1.01 | 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) | 16.09 | cum | 8,789.88 ₹1,41,473.12 | 9,000 ₹1,44,855 | 8,887.54 ₹1,43,044.96 | 6,661.75 ₹1,07,220.87 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.97 | tonne | 92,402.33 ₹89,260.65 | 95,000 ₹91,770 | 93,429.02 ₹90,252.43 | 70,030.69 ₹67,649.65 Lowest |
Tender Value
₹27.9 L
EMD Value
₹50,000
Closing Date
8 Sept 2026, 6:00 pmClosed
Leejiaraju
aee ulloor znal
Pro No-661/2026-27-Renovation and construction of side wall at moozhiyil idathara road panayil moozhiyil road in Chenkottukonam ward
2026_LSGD_866947_3
AEE/KZTM/DB/T09/2026-27
Open Tender
Civil Works - Roads
Item Rate
Chenkottukonam ward
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
Yes
₹50,000
Yes
29 Sept 2026
31 Aug 2026
10 Sept 2026
31 Aug 2026
8 Sept 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Rennovation | |||||
| 1.001 | OD119198/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 1 | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 1 | sqm | - | - |
| 1.004 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1 | sqm | - | - |
| 1.005 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1 | sqm | - | - |
| 1.006 | 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 | 1 | cum | - | - |
| 1.007 | OD134281/2026-2027:DRY RUBBLE MASONRY (Without Through Stone) with hard 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. | - | cum | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | 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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