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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC COIMBATORE NORTH H C M SUB DIVISION CBE 054 | COIMBATORE | TAMIL NADU | 638459 | ₹1.6 Cr | L1 | Accepted-AOC Lowest Prices |
| 2 | L2₹1.7 CrRejected-Finance 6 641 041 | COIMBATORE | TAMIL NADU | 641041 | ₹1.7 Cr | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Finance 1 9 KANGEYAMAPALAYAM P SULUR COIMBATORE DIST | COIMBATORE | TAMIL NADU | 638459 | - | - | Not Admitted-Finance Others-Not Admitted |
| Sl No | Description | Qty | Unit | K V K SENTHILNATHAN L1 | A S P AND CO L2 |
|---|---|---|---|---|---|
| 1.00Strengthening to the BT road at Ward No. 12 Kallankattupudur to Krishna nagar link road and Construction of Protection wall to Kallankattupudur to Kanjikonampalayam -Padanur road in Vellalore Town Panchayat under SFC Roads 2024-25 | |||||
| 2.00 | Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10 | 879 | Cum | 246 ₹2.2 L | 258.6 ₹2.3 L |
| 3.00 | Cement concrete using 1:4:8 mix (one cement, four sand and eight aggregates) using 40mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing , laying consolidating and curing etc complete as per standard specifications as per TNDSS No.28 V, VI (S2) V, VI (S5A) VII | 88 | Cum | 5,148 ₹4.5 L | 5,400.84 ₹4.8 L |
| 4.00Supply and ercting centering to sides and soffits including support and strutting for drainage sides and culvert body wall sides using 90cm X 60cm and BG 10 stiffend with MS angles of size 25mm X 25mm X6.5cm (spaced | |||||
| 5.00 | For Side wall | 720 | Cum | 465 ₹3.3 L | 488.85 ₹3.5 L |
| 6.00 | Above 1m | 1,299 | Cum | 931 ₹12.1 L | 977.7 ₹12.7 L |
| 7.00 | Cement concrete using 1:3:6) mix (one cement, three sand and Six aggregates) using 20mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing , laying consolidating and curing etc complete as per standard specifications as per TNDSS No.28 V, VI (S2) V, VI (S5A) VII | 892 | Cum | 5,877 ₹52.4 L | 6,166.15 ₹55.0 L |
| 8.00 | Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for 200 mm thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MOST 406 | 72 | Cum | 2,164 ₹1.6 L | 2,271.74 ₹1.6 L |
| 9.00 | Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of Emulsion Bitumen SS1 for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the Prime coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete. | 474 | Cum | 79.7 ₹37,777.80 | 83.63 ₹39,640.62 |
| 10.00 | Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of R.S Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900. | 474 | Cum | 18.1 ₹8,579.40 | 19.09 ₹9,048.66 |
Tender Value
₹1.7 Cr
EMD Value
₹1.7 L
Closing Date
28 Aug 2024, 3:00 pmClosed
Executive Officer
Vellalore Town Panchayat office
Strengthening to the BT road at Ward No. 12 Kallankattupudur to Krishna nagar link road and Construction of Protection wall to Kallankattupudur to Kanjikonampalayam -Padanur road in Vellalore Town Panchayat under SFC Roads 2024-25
2024_DTP_473051_1
Roc No.996/2022 Strengthening of BT road and Construction of protection wall at under SFC scheme
Open Tender
Civil Works
180 days
Vellalore Town Panchayat
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.7 L
3 Jun 2026
14 Aug 2024
28 Aug 2024
14 Aug 2024
28 Aug 2024
14 Aug 2024
Amount
Strengthening to the BT road at Ward No. 12 Kallankattupudur to Krishna nagar link road and Construction of Protection wall to Kallankattupudur to Kanjikonampalayam -Padanur road in Vellalore Town Panchayat under SFC Roads 2024-25
Earthwork excavation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Cement concrete using 1:4:8 mix (one cement, four sand and eight aggregates) using 40mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing , laying consolidating and curing etc complete as per standard specifications as per TNDSS No.28 V, VI (S2) V, VI (S5A) VII
Supply and ercting centering to sides and soffits including support and strutting for drainage sides and culvert body wall sides using 90cm X 60cm and BG 10 stiffend with MS angles of size 25mm X 25mm X6.5cm (spaced
For Side wall
Above 1m
Cement concrete using 1:3:6) mix (one cement, three sand and Six aggregates) using 20mm ISS HBG metal including cost and conveyance of all materials to work site and all labour charges for mixing , laying consolidating and curing etc complete as per standard specifications as per TNDSS No.28 V, VI (S2) V, VI (S5A) VII
Providing, Laying, Spreading and compacting graded stone aggregate to Wet Mix Macadam for 200 mm thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density,including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers MOST 406
Providing and laying Priming coat 7Kg / 10 Sq.m over WMM surface using of Emulsion Bitumen SS1 for 10 Sq.m and cost Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cast as per special condition appended including labour charges for preparing the surface for laying the Prime coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete.
Providing and laying Tack coat 2.50 Kg / 10 Sq.m over Wet Mix Mecadam surface using of R.S Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900.
Providing and laying Tack coat 2.00 Kg / 10 Sq.m over Wet Mix Mecadam surface using of R.S Emulsion Bitumen for 10 Sq.m and cost of Emulsion Bitumen which will be supplied and procured by the contractor himself at his own cost as per special condition appended including labour charges for preparing the surface for laying the tack coat and for applying the required quantity of bituminous by mechanical sprayer including hire and fuel for all tools and plants employed etc., complete as per MORTH Specifications 111,112,501,503 and 900.
Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5
Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 46.28 kgs of 60/70 Grade Bulk bitumen and 4.02 kg shredded plastic wast for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 30 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5
Road marking with hot applied Thermoplast Compound with reflectorising glass beads on Bituminous surface providing and laying of Hot appplied thermoplast compound 2.5mm thick l including reflectorising glass beads at 250gms per sqm area thickness of 2.5mm exclusive of surface applied as per IRC:35 The finished surface to be levelled uniform and free from straks and holes including all charges etc., complete
GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
A S P AND CO (BID ID -1122419)
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