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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.0 L+₹11,726.29 (3.00%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ELDHO O M L1 | P.Thomas Joy L2 |
|---|---|---|---|---|---|
| 1.00maintenance | |||||
| 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. | 474 | sqm | 16.01 ₹7,588.74 Lowest | 16.49 ₹7,816.26 |
| 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 | 35.55 | cum | 3,750.64 ₹1,33,335.25 Lowest | 3,863.16 ₹1,37,335.34 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 474 | sqm | 129.02 ₹61,155.48 Lowest | 132.89 ₹62,989.86 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 474 | sqm | 29.11 ₹13,798.14 Lowest | 29.98 ₹14,210.52 |
| 1.00 | OD108878/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and
Antistripping Agent, 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 on Clause 509 By Manual Means Type A (II) Bitumen (S-65) (Based
on 75.5.11.1.A.2Z ) | 474 | sqm | 369.18 ₹1,74,991.32 Lowest | 380.26 ₹1,80,243.24 |
Tender Value
₹3.9 L
Closing Date
17 Sept 2026, 5:00 pmClosed
ASST. ENGINEER
O/O AE,CHOTTANIKKARA GP
Maintanance of Manjakkad Jyothinagar Road in Ward No14 in Chottanikkara GP
2026_LSGD_868960_1
38/AE/26-27/LSGD/CHKRA/182
Open Tender
Civil Works - Roads
Item Rate
180 days
CHOTTANIKKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹9,772
Yes
Yes
9 Oct 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1maintenance | |||||
| 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. | 474 | 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 | 35.55 | cum | - | - |
| 1.003 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 474 | sqm | - | - |
| 1.004 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 474 | sqm | - | - |
| 1.005 | OD108878/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Packed Bitumen rates and
Antistripping Agent, 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 on Clause 509 By Manual Means Type A (II) Bitumen (S-65) (Based
on 75.5.11.1.A.2Z ) | 474 | sqm | - | - |
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