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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹29.7 LAccepted-AOC NO 33 BAJANAI KOVIL STREET PERANAMPAKKAM SEMMIYAMANGALAM CHETPET TALUK TIRUVANNAMALAI DISTRICT 606 904 | SEMMIYAMANGALAM | TIRUVANNAMALAI | TAMIL NADU | 606904 | ₹29.7 L | 1 | Accepted-AOC Lowest Bidder |
| 2 | 2₹29.8 LRejected-Finance | ₹29.8 L | 2 | Rejected-Finance Highest Bidder |
| Sl No | Description | Qty | Unit | Rishika Construction L1 | Rajasimman L2 |
|---|---|---|---|---|---|
| 1.00Strengthening of road Kothandavadi Nachiyapuram road KM0/0-0/620 R-257at Kothandavadi Panchayat in Chetpet Block in Tiruvannamalai District under SFC DP 2025-2026 | |||||
| 1.01 | Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete | 744 | sqm | 6 ₹4,464 | 7 ₹5,208 |
| 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 | 279 | cu.m | 140 ₹39,060 | 145 ₹40,455 |
| 1.03 | Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete | 111.6 | cu.m | 590 ₹65,844 | 595 ₹66,402 |
| 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. | 279 | cu.m | 2,577.85 ₹7.2 L | 2,580 ₹7.2 L |
| 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. | 1,860 | Cum | 85.12 ₹1.6 L | 86 ₹1.6 L |
| 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. | 1,860 | Sqm | 33.69 ₹62,663.40 | 34 ₹63,240 |
| 1.07 | Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 | 46.5 | Sqm | 11,089.83 ₹5.2 L | 11,090 ₹5.2 L |
| 1.08Construction of Retaining Wall | |||||
| 1.09 | 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. | 55.8 | Cu.m | 200 ₹11,160 | 230 ₹12,834 |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
18 Feb 2026, 3:00 pmClosed
The Block Development Officer, B.P, Chetpet
The Block Development Officer, Chetpet
Strengthening of road Kothandavadi Nachiyapuram road KM0/0-0/620 R-257at Kothandavadi Panchayat in Chetpet Block in Tiruvannamalai District under SFC DP 2025-2026
2026_RDTN_655705_1
Roc. No. A3/812/2025/DP Dt.28.01.2026
Open Tender
Civil Works - Roads
Chetpet
Strengthening of road Kothandavadi Nachiyapuram road KM0/0-0/620 R-257at Kothandavadi Panchayat in Chetpet Block in Tiruvannamalai District under SFC DP 2025-2026
2 documents required · 2 mandatory
₹0
₹30,000
Yes
The Block Development Officer, Chetpet
18 Feb 2026
12 Feb 2026
18 Feb 2026
12 Feb 2026
18 Feb 2026
12 Feb 2026
12 Feb 2026
Strengthening of road Kothandavadi Nachiyapuram road KM0/0-0/620 R-257at Kothandavadi Panchayat in Chetpet Block in Tiruvannamalai District under SFC DP 2025-2026
Clearing the scrub jungles including cutting the scrubs and removing away from site etc complete
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
Collection and supply of Girrty gravel for side berms and labour charges for filling etc complete
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.
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.
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.
Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Construction of Retaining Wall
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.
Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.
Cement conerete 1:3:6 (one cement three sand six jelly)using 40.m.m.H.B.G.Jelly for foundation including watering wherever necessary sand laid in layers not more than 15 c.m. thick compacting etc. complete complying with standard specification.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing including cost and conveyance of all materials etc., complete.
Providing Information Board
Provision for Hectometer Stone
GST Amount for providing Service to Government Contract Works for the above Construction Works. {GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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