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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₹4.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Not Produced to proper documents(Affidavit, Works in Hand, Annexure A and B) | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-As per Sl. No.11.1-5.Under the Technical Qualification(Works in Hand) Not Produced Affidavit in a format different from the prescribed format specified in the tender document Bidder has failed to submit the certificate duly signed by the EE or BDO |
| Sl No | Description | Qty | Unit | SMK Constructions L1 |
|---|---|---|---|---|
| 1.00Providing Repair of pot holes from Potharai Ganthinagar Road km 0/0-1/600 (R-219) @ Potharai Panchayat | ||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp | 1,740 | Sqm | 6.23 ₹10,840.2 Lowest |
| 1.02 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 391.5 | Cum | 137.64 ₹53,886.06 Lowest |
| 1.03 | Collection and supply if Girrty gravel for side berms and labour charges for filling etc complete | 192 | Cum | 515.74 ₹99,022.08 Lowest |
| 1.04 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete | 22.11 | Cum | 2,495.41 ₹55,173.52 Lowest |
| 1.05 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 221.1 | Sqm | 104.44 ₹23,091.68 Lowest |
| 1.06 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 272.19 | Sqm | 27.09 ₹7,373.63 Lowest |
| 1.07 | Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as
per specification using CMP as per clause 507 of MORTH Rev-5 | 6.8 | Cum | 16,245.97 ₹1,10,472.6 Lowest |
| 1.08 | Provision for Hectometer stone | 7 | Nos | 563.16 ₹3,942.12 Lowest |
| 1.09 | Provision for Kilometer stone | 1 | Nos | 2,153.06 ₹2,153.06 Lowest |
Tender Value
₹4.5 L
EMD Value
₹4,480
Closing Date
4 Nov 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Block Development Officer B.P, Polur
Block Development Office, Polur
Repair of Potharai Ganthinagar Road km 0/0 -1/600 R(219), at Gandhi nagar in Potharai Panchayat Polur Block, Tiruvannamalai District
2026_RDTN_718472_1
A11/5764/2025
Open Tender
Civil Works
Item Rate
Block Development Office, Polur
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹4,480
5 Nov 2026
27 Oct 2026
4 Nov 2026
27 Oct 2026
4 Nov 2026
27 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Providing Repair of pot holes from Potharai Ganthinagar Road km 0/0-1/600 (R-219) @ Potharai Panchayat | |||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp | 1,740 | Sqm | 1.25 | ₹2,175 |
| 1.02 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A | 391.5 | Cum | - | - |
| 1.03 | Collection and supply if Girrty gravel for side berms and labour charges for filling etc complete | 192 | Cum | - | - |
| 1.04 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete | 22.11 | Cum | 100 | ₹2,211 |
| 1.05 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 221.1 | Sqm | - | - |
| 1.06 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. | 272.19 | Sqm | 100 | ₹27,219 |
| 1.07 | Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as
per specification using CMP as per clause 507 of MORTH Rev-5 | 6.8 | Cum | 10 | ₹68 |
| 1.08 | Provision for Hectometer stone | 7 | Nos | 10 | ₹70 |
| 1.09 | Provision for Kilometer stone | 1 | Nos | 10 | ₹10 |
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