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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.9 LAccepted-Finance | ₹71.9 L | L1 | Accepted-Finance Accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | Alangaram E L1 |
|---|---|---|---|---|
| 1.00 | Dismantling the Existing Cement Concrete including Cost Of all labours etc…. | 411 | Cum | 520.23 ₹1.1 L |
| 2.00 | supply and erection of steel centering ,shuttering for soffits including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3 mm for boarding laid over silver oak joists of size 10cmx6.5cm spaced at 90 cm c/c and supported by casurina props 10 cm - 13 cm spaced at 75 cm c/c etc complete and as directed by the departmental officers (Retrieved materials shall be taken back by the contractor after concrete is laid) | 75 | sqm | 330 ₹24,750 |
| 3.00 | Plain Cement Concrete 1:2:4 mix (One part of Cement,Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28). | 10 | cum | 7,002.73 ₹70,027.30 |
| 4.00 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam Specified thick specification including premixing the materials with water at OMC in mechnanical 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 acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH | 561 | cum | 2,458.62 ₹13.7 L |
| 5.00 | Supplying and laying interlock paver of approved make as per at land surface using M40 grade concrete blocks its minimum thickness of 83 mm and providing minimum 100 mm thick stone Dust cushion below the pavers as sub base stone Dust filling between the Pavers and compaction by hydrualic compresive machine same as for Powers and capacity the same as directed by the departmental officers etc,complete as per standard specifications | 2,053 | Sqm | 1,034.79 ₹21.2 L |
| 6.00 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 1,184 | Cum | 23.36 ₹27,658.24 |
| 7.00 | Providing and laying Prime Coat over the Wet Mix Macadam surface using 7 Kg of SS1 Grade Emulsion bitumen for 10 Sq.m including cost of Emulsion bitumen which will be supplied by the contractor himself at his own cost as per special condition including cost and conveyance to site handling charges including labour charges for brushing,cleaning and preparing the surface for Applyinging the tack coat and labour for applying and required quantity of bitumen binder as tack coat by bitumen sprayer including hire and fuel charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., completed Complying with Standard Specification as per Clause 503 MORTH Specification. | 3,550 | sqm | 85.8 ₹3.0 L |
| 8.00 | Providing and laying Tack Coat over the Wet Mix Macadam surface using 2.50 Kg of RS1 Grade Emulsion bitumen for 10 Sq.m including cost of Emulsion bitumen which will be supplied by the contractor himself at his own cost as per special condition including cost and conveyance to site handling charges including labour charges for brushing,cleaning and preparing the surface for Applyinging the tack coat and labour for applying and required quantity of bitumen binder as tack coat by bitumen sprayer including hire and fuel charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., completed Complying with Standard Specification as per Clause 503 MORTH Specification. | 3,550 | sqm | 19.61 ₹68,713.44 |
| 9.00 | Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 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 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5. | 178 | cum | 10,778.72 ₹19.0 L |
| 10.00 | Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 46.28kgs of VG 30 /VG 40 bitumen and 4.02kgs plastic waste for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30t CMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ pneumatic rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5Rev-5. | 107 | Cum | 11,330 ₹12.0 L |
Tender Value
Refer Docs
EMD Value
₹87,000
Closing Date
23 Jan 2026, 3:00 pmClosed
Executive Officer
Town Panchayat 93B, Nazareth Raod Alwarthiruangari
Providing BT road at 1st ward Nandavana Colony main road and Providing Paver Block road at 4th ward Masi Street west cross -1, 12th ward Vaikankarai street cross - 5 (south - North ), Vaikankarai street cross - 6 (North - South ), Narayanasamy kovil
2026_DTP_641951_1
06/2026
Open Tender
Civil Works - Roads
180 days
Alwarthiruangari Town Panchayat
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹87,000
Yes
Town Panchayat, Alwarthirunagari
30 Jan 2026
10 Jan 2026
23 Jan 2026
10 Jan 2026
23 Jan 2026
10 Jan 2026
14 Jan 2026
Dismantling the Existing Cement Concrete including Cost Of all labours etc….
supply and erection of steel centering ,shuttering for soffits including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3 mm for boarding laid over silver oak joists of size 10cmx6.5cm spaced at 90 cm c/c and supported by casurina props 10 cm - 13 cm spaced at 75 cm c/c etc complete and as directed by the departmental officers (Retrieved materials shall be taken back by the contractor after concrete is laid)
Plain Cement Concrete 1:2:4 mix (One part of Cement,Two part of Fine Aggregate and Four part of Coarse Aggregate) Using 20mm ISS HBG metal for foundation and basement including dewatering if found necessary and laid in layer of not more than 15cm thick and consolidated including all cost conveyance of materials and labour charges etc. complete as per standard specifications and as directed by departmental Engineers(TNBP No.28).
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam Specified thick specification including premixing the materials with water at OMC in mechnanical 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 acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH
Supplying and laying interlock paver of approved make as per at land surface using M40 grade concrete blocks its minimum thickness of 83 mm and providing minimum 100 mm thick stone Dust cushion below the pavers as sub base stone Dust filling between the Pavers and compaction by hydrualic compresive machine same as for Powers and capacity the same as directed by the departmental officers etc,complete as per standard specifications
Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH
Providing and laying Prime Coat over the Wet Mix Macadam surface using 7 Kg of SS1 Grade Emulsion bitumen for 10 Sq.m including cost of Emulsion bitumen which will be supplied by the contractor himself at his own cost as per special condition including cost and conveyance to site handling charges including labour charges for brushing,cleaning and preparing the surface for Applyinging the tack coat and labour for applying and required quantity of bitumen binder as tack coat by bitumen sprayer including hire and fuel charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., completed Complying with Standard Specification as per Clause 503 MORTH Specification.
Providing and laying Tack Coat over the Wet Mix Macadam surface using 2.50 Kg of RS1 Grade Emulsion bitumen for 10 Sq.m including cost of Emulsion bitumen which will be supplied by the contractor himself at his own cost as per special condition including cost and conveyance to site handling charges including labour charges for brushing,cleaning and preparing the surface for Applyinging the tack coat and labour for applying and required quantity of bitumen binder as tack coat by bitumen sprayer including hire and fuel charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights flags etc., completed Complying with Standard Specification as per Clause 503 MORTH Specification.
Providing and laying 50 mm conslidated thick Dense Bituminuous macadam using 0.24 cum of 26.50-13.20 mm,0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm and below and with 53.20kg of VG30 bitumen premixing 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 tons capacity,conveying the mix by tipper trucks to work site,spreading the mix uniform thickness of 50mm with paver to the specified grade and cross sections and compaction by vibratory/ pneumapic roller to the required density etc., including labour for accending to pavor at sites etc., including hire charges and fuel charges for 20-30T CMP with bitumen Boiler,tipper trucks, paver finisher/9 m paver finisher,vibratory/ pneumapic rollers and all other tools and plant required including to all other incidental charges etc., complete as per specification using CMP as clause 505 MORTH Rev-5.
Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm, 0.13cum of 9.50-2.36 mm and 0.26cum of 2.36mm and below with 46.28kgs of VG 30 /VG 40 bitumen and 4.02kgs plastic waste for 10 sqm 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 tonnes capacity, conveying the mix by tipper trucks to paver site spreading the mix to uniform thickness of 30 mm with mechanical Paver to the specified grades and cross sections and consolidated by 80 - 10 tonne vibratory/ pneumatic roller to the required density etc., including labor for attending to paver site etc., including hire charges and fuel charges for 20 – 30t CMP with bitumen boiler, tipper trucks, paver finisher,/ 9m paver finisher, vibratory/ pneumatic rollers and all other tools and plant required including fule and all other incidental charges etc., complete as per specification using CMP as for clause 507of MORTH Rev-5Rev-5.
Providing and Laying of Hot Applied Thermo Plastic Compound 2.5 mm Thick Inculding Reflectorising Glass Beads @250 GmsPer Sqm area, Thickness of 2.5mm Exculsive of Surface applied Glass Beads as per IRC 35 The Funished Surface to be Level Uniform and Free From Streaks and Holes etc Complete .,
Providing and laying Well Gravel to the specified thick including cost and conveyance of Red gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH
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