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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Fee/PreQual/Technical/Finance CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹1.7 L+₹8 (<0.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHAHUL HAMEED L1 | NIYAS PERAPURATH KEEZHUVEETTIL L2 |
|---|---|---|---|---|---|
| 1.00Road tarring | |||||
| 1.00 | OD173404/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 11.54 | cum | 944.28 ₹10,899.82 Lowest | 944.28 ₹10,899.82 Lowest |
| 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 | 23.09 | cum | 3,449.92 ₹79,641.4 Lowest | 3,449.92 ₹79,641.4 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <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 | 153.9 | sqm | 116.9 ₹17,990.91 Lowest | 116.9 ₹17,990.91 Lowest |
| 1.00 | 5.2.3a:Tack Coat <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. | 153.9 | sqm | 25.39 ₹3,907.52 Lowest | 25.39 ₹3,907.52 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 153.9 | sqm | 336.56 ₹51,796.58 Lowest | 336.56 ₹51,796.58 Lowest |
| 1.01 | OD188699/2026-2027:Providing and fixing Name board of Granite of any colour and shade over 35*15*20 cm solid block masonry wall in cement mortar 1:6 , of required size laid over base of cement mortar 1:4 (1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering fixing | 1 | no | 5,130.72 ₹5,130.72 Lowest | 5,138.72 ₹5,138.72 |
Tender Value
₹1.7 L
EMD Value
₹4,234
Closing Date
31 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Block Development Officer
Block Development Officer
Chembaniyil-Thachankodu pathway Second stage -work code 7822 Anakakyam GP
2026_CRD_881832_3
5428637-2026
Open Tender
Civil Works - Others
Item Rate
Anakkayam
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹4,234
Yes
2 Nov 2026
23 Oct 2026
2 Nov 2026
23 Oct 2026
31 Oct 2026
23 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road tarring | |||||
| 1.001 | OD173404/2026-2027:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 11.54 | cum | - | - |
| 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 | 23.09 | cum | - | - |
| 1.003 | 5.1.1a:Prime Coat :- Low porosity <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 | 153.9 | sqm | - | - |
| 1.004 | 5.2.3a:Tack Coat <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. | 153.9 | sqm | - | - |
| 1.005 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 153.9 | sqm | - | - |
| 1.006 | OD188699/2026-2027:Providing and fixing Name board of Granite of any colour and shade over 35*15*20 cm solid block masonry wall in cement mortar 1:6 , of required size laid over base of cement mortar 1:4 (1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering fixing | 1 | no | - | - |
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