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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance DOOR 122A THAMARAINAGAR THIRUVANNAMALAI PANCHAYAT SRIVILLIPUTTUR TK 626125 | VIRUDHUNAGAR | TAMIL NADU | 626125 | ₹1.7 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹1.7 Cr+₹3.4 L (2.00%)Rejected-Finance | ₹1.7 Cr+₹3.4 L (2.00%) | L2 | Rejected-Finance Rejected |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
19 Jul 2024, 3:00 pmClosed
Project Director DRDA
DRDA Collectorate Kanniyakumari district
Strengthening of 5 Road works in Package No 1 in Agastheeswaram Block under Mudhalvarin Grama Salaigal Membattu Thittam (MGSMT) 2024-25
2024_RDTN_457729_1
C1/1733/2024(1) datd 24.06.2024
Open Tender
Civil Works - Roads
Item Wise
180 days
Agastheeswaram Block Area
As per Technical Bid
3 documents required · 3 mandatory
₹0
₹1.7 L
DRDA Collectorate Kanniyakumari district
2 Sept 2024
27 Jun 2024
19 Jul 2024
27 Jun 2024
19 Jul 2024
27 Jun 2024
27 Jun 2024
Amount
Strengthening the Leepuram Kalluvilai Panchayat Office road (R - 316) 0/0 - 0/620
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
collection and supply of carted earth from approved quarry an average lead 5km including cost and conveyance of all materials to site anf labour charges etc.
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
Fabrication and Supply of Citizen Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
Providing and fixing reflective road studs of catogry A Raised pavement markers made out of poly carbonate / methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with microprismatic lens capable of providing total internal reflection ...
Providing and laying of hot applied Thermoplastic Compound 2.5mnm thick including with reflectorising glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORTH & H Specification No. 803
60 cm equalator triangle Cautionary Sign board
Strengthening the Sundanparappu to NH7 Road at Panchalingapuram Village Panchayat (R - 56) 0/0 - 1/240
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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.
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
collection and supply of carted earth from approved quarry an average lead 5 km including cost and conveyance of all materials to site anf labour charges etc.
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 20B
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
Supply and fixing of KILOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete
Fabrication and Supply of Citizen Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
60 cm equalator triangle Cautionary Sign board
Providing and fixing reflective road studs of catogry A Raised pavement markers made out of poly carbonate / methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with microprismatic lens capable of providing total internal reflection ...
Providing and laying of hot applied Thermoplastic Compound 2.5mnm thick including with reflectorising glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORTH & H Specification No. 803
Strengthening the road from Natarajapuram to Anna Nagar up to Elangamanipuram Road (R - 168 VPR) Ch 0/0-1/310
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
Providing and laying 50 mm compacted thick bituminous macadam using 0.42 cum of 26.5-11.2 mm graded metal, 0.10 cum of 11.2-2.8 mm graded metal and 0.18 cum of 2.8 mm & below with 38 kgs of bitumen per 10 sqm for premixing including cost and conveyance of all materials to C M P site,heating the bitumen and agregates to the required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler,tipper trucks,paver finisher, power rollers and all other tools and plants required,including all other incidental charges etc.,complete as per specification using C M P clause 504 of Morth specifications.
BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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
collection and supply of carted earth from approved quarry an average lead 5 km including cost and conveyance of all materials to site anf labour charges etc.
Provision of 5 nos. Rumble strips covered with premix bituminous carpet, 15-20 mm high at centre,250mm wide placed at 1m c/c at approval locations to control speed, marked with white strips of road marking paint.
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
Supply and fixing of KILOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete
Providing and fixing reflective road studs of catogry A Raised pavement markers made out of poly carbonate / methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with microprismatic lens capable of providing total internal reflection ...
Providing and laying of hot applied Thermoplastic Compound 2.5mnm thick including with reflectorising glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORTH & H Specification No. 803
Fabrication and Supply of Citizen Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
60 cm equalator triangle Cautionary Sign board
Strengthening of Kothankulam AD colony to kurandi sudalaimadan kovil near Esha school Road Ch 0/0-1/400 (Plastic Road)
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 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 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
Fabrication and Supply of Citizen Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
60 cm equalator triangle Cautionary Sign board
Providing and fixing reflective road studs of catogry A Raised pavement markers made out of poly carbonate / methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with microprismatic lens capable of providing total internal reflection
Providing and laying of hot applied Thermoplastic Compound 2.5mnm thick including with reflectorising glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORTH & H Specification No. 803
Sub Estimate For Retaining Wall
Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20B
Cement Concrete 1:4:8 one cement, four Crusser Stone sand and eight hard broken stone) using 40mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.
Cement Concrete 1:3:6 one cement, three Crusser Stone sand and six hard broken stone) using 20mm ISS size hard granite broken metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be supplied departmentally at the departmental section stores and the cost will be recovered at the rates noted in the special conditions appended and conveyance of the same from departmental section stores to the actual worksport and handing charges at each and including cost of from work mix concrete laying compacting and watering curing concrete including all leads for good soft, potable water, hire and fuel charges for all tolls and plats and all other incidental charges such as balling out water forming protective bunds providing coffer dams etc., complete as directed by the Engineer Table I of IS 2116-1980
Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc
Strengthening and black topping of Andarkulam GPS Road Ch 0/0-0/840.
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2m in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A
Picking the Existing metalled surface 5cm to 10cm thick and carefully stacking materials useful for refuse including hire charge for tools etc.
collection and supply of carted earth from approved quarry an average lead 5 km including cost and conveyance of all materials to site anf labour charges etc.
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
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 of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
Providing and laying 50 mm compacted thick bituminous macadam using 0.42 cum of 26.5-11.2 mm graded metal, 0.10 cum of 11.2-2.8 mm graded metal and 0.18 cum of 2.8 mm & below with 38 kgs of bitumen per 10 sqm for premixing including cost and conveyance of all materials to C M P site,heating the bitumen and agregates to the required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler,tipper trucks,paver finisher, power rollers and all other tools and plants required,including all other incidental charges etc.,complete as per specification using C M P clause 504 of Morth specifications.
Providing and laying Bituminious concrete to 40mm 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
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 1.65 x 0.45 x 0.15m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all other incidental charges etc., complete.
Fabrication and Supply of Citizen Information Name board of size 1200mmx900mmx43mm gauge with Leg channel of size 100mmx50mmx3mm and 3.6 mm long including painting the whole unit with one coat best quality primwr and two coats with approved color sinthetic enamel paint over the primer and lettering as per the Engineers instruction, design and specification etc.complete
60 cm equalator triangle Cautionary Sign board
Providing and fixing reflective road studs of catogry A Raised pavement markers made out of poly carbonate / methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with microprismatic lens capable of providing total internal reflection
Providing and laying of hot applied Thermoplastic Compound 2.5mnm thick including with reflectorising glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes etc. complete as per MORTH & H Specification No. 803
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}
BALA THIRAVIAMARTHANDAN (BID ID -1087231)
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