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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC | ₹7.6 L | L1 | Accepted-AOC Agreement |
| 2 | Rejected-Technical PALLITHARA VEEDU VALICODE OSM | KERALA | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SREEKUMARAN NAIR L1 | H.CHANDRAN L2 | Vishnu V L3 | SIBIN B S L4 |
|---|---|---|---|---|---|---|---|
| 1.00taring and concreting | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 450 | sqm | 14.74 ₹6,633 Lowest | 16.36 ₹7,362 | 17.83 ₹8,023.5 | 17.84 ₹8,028 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 33.75 | cum | 3,453.23 ₹1,16,546.51 Lowest | 3,832.66 ₹1,29,352.28 | 4,177 ₹1,40,973.75 | 4,178 ₹1,41,007.5 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 450 | sqm | 72.19 ₹32,485.5 Lowest | 76.13 ₹34,258.5 | 87.34 ₹39,303 | 88 ₹39,600 |
| 1.00 | 5.2.3a:Tack Coat 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. | 450 | sqm | 15.4 ₹6,930 Lowest | 16.61 ₹7,474.5 | 18.65 ₹8,392.5 | 19 ₹8,550 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | 450 | sqm | 266.44 ₹1,19,898 Lowest | 289.95 ₹1,30,477.5 | 323 ₹1,45,350 | 327 ₹1,47,150 |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 93.7 | cum | 60.48 ₹5,666.98 Lowest | 67.13 ₹6,290.08 | 73.2 ₹6,858.84 | 73.22 ₹6,860.71 |
| 1.01 | OD39001/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications - P.C.C grade M 10 Nominal mix 1:3:6 | 12.94 | cum | 7,971.69 ₹1,03,153.67 Lowest | 9,203.7 ₹1,19,095.88 | 9,650 ₹1,24,871 | 9,655 ₹1,24,935.7 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 36.32 | cum | 8,763.05 ₹3,18,273.98 Lowest | 9,725.92 ₹3,53,245.41 | 10,610 ₹3,85,355.2 | 10,650 ₹3,86,808 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.26 | tonne | 92,504.99 ₹23,681.28 Lowest | 1,02,669.25 ₹26,283.33 | 1,11,910 ₹28,648.96 | 1,12,000 ₹28,672 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
14 Jul 2026, 2:00 pmClosed
AE
Office of the Assistant Engineer, LID-EW, Ottasekharamangalam GP
IMPROVEMENTS OF KAMUKINKOTTUKONAM THERIVILA ROAD
2026_LSGD_858376_2
02/AE/LID-EW/OSM/2026-27
Open Tender
Civil Works - Roads
Item Rate
Ottasekharamangalam Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,870
Yes
₹21,184
Yes
11 Aug 2026
4 Jul 2026
16 Jul 2026
4 Jul 2026
14 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1taring and concreting | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | 5.1.1a:Prime Coat :- Low porosity 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 | - | sqm | - | - |
| 1.004 | 5.2.3a:Tack Coat 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. | - | sqm | - | - |
| 1.005 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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 By Manual Means :- Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 1.006 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | cum | - | - |
| 1.007 | OD39001/2026-2027:M10 -WITHOUT FORMWORK - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications - P.C.C grade M 10 Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.008 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | 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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