Strengthening and 5 years Maintenance of the Road from Keelapuliyur to Peelvadi road KM 0/0-3/000 under MGSMT 25 percent 2022-2023 and 2023-2024 in Veppur Block of Perambalur District Package No.TN11-14

Amount

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10 metre and lift of 2 metre including all labour charges and incidental charges such as shoring, strutting, providing coffer dams,bailing out of water(As per earth work calculation sheet) KM 0/000 - 2/950

Providing and laying US Gravel to 100 mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreding,watering and compating by Power roller to achieve the required Proctor density at 100% compaction KM 0/000 - 1/000.

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 125mm 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 KM 0/000 - 2/950

Providing and laying PRIME COAT using slow setting emulsion bitumen Grade I at the rate of 7kg/10sqm over the WMM surface preparatory to another bituminous construction over it. KM 0/000 - 2/950

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., KM 0/000 - 2/950

Bituminuous Macadam providing and laying bituminuous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000, laid over a previously prepared surface with paver finisher to the required grade,level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 KM 0/000 - 2/950

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 KM 0/000 - 2/950

Provision for HM Stone charges etc complete

Provision for KM Stone charges etc complete

Provision for Name Board Cum Citizen Board

Provision for 60cm Equilateral Triangle Sign Board

Road Marking with Hot Applied thermoplastic compound with reflectorising Glass beeds on bituminous surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflecctorising Glass beeds at 250gms per sqm area ,thickness of 2.50mm is exclusive of surface applied glass beeds as per IRC 35 . The finished surface to level uniform and free from streeks and holes extra complete as per MORTH specification no 803.KM 0/0-2/950

Construction of Culvert at Ch 0/320 Earth work excavation in hard gravelly soil with initial lead and lift as per SS20 B for Foundation in narrow trench.

Supplying and filling in foundation and basement with M sand including cost and conveyance to site and all labour chargs etc., complete

P.C.C 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance to site and all labour charges etc ., complete.

Supplying and erection centering for sides and soffits inculding cost and conveyance of all materials to site and all labour charges,etc., complete Below sill level

Supplying and erection centering for sides and soffits inculding cost and conveyance of all materials to site and all labour charges,etc., complete Above sill level

Plain cement concrete in 1:3:6 using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges, etc., complete.

Plastering with cement mortar 1:4 mix to 20mm thick including cost and conveyance of all materials to site and all labour charges etc., complete.

Suppling Fitting and palcing HYSD bar reinfourcement (Fe 415) in super structure complete as per drawing and technical specification as per clause 1002,1010 and 1202 for MORD

Providing plain reinforced concrete in mic 1:11/2:3 using 20mm HBG metal including cost conveyance of all labnour charges etc completed

Filling the gravel including cost and conveyance of materials to worksote etc complete.

Provision PVC pipes 110mm 4KG for WEEP holes etc., Complete

Provision for Tar pad etc., complete.,

Construction of Culvert at Ch 2/950 Earth work excavation in hard gravelly soil with initial lead and lift as per SS20 B for Foundation in narrow trench.

Supplying and filling in foundation and basement with M sand including cost and conveyance to site and all labour chargs etc., complete

P.C.C 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance to site and all labour charges etc ., complete.

Supplying and erection centering for sides and soffits inculding cost and conveyance of all materials to site and all labour charges,etc., complete Below Sill Level

Supplying and erection centering for sides and soffits inculding cost and conveyance of all materials to site and all labour charges,etc., complete Above Sill Level

Plain cement concrete in 1:3:6 using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges, etc., complete.

Plain cement concrete in 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges, etc., complete.

Suppling Fitting and palcing HYSD bar reinfourcement (Fe 415) in super structure complete as per drawing and technical specification as per clause 1002,1010 and 1202 for MORD

Providing plain reinforced concrete in mix 1:11/2:3 using 20mm HBG metal including cost conveyance of all labnour charges etc completed

Filling the gravel including cost and conveyance of materials to worksote etc complete.

Provision PVC pipes 110mm 4KG for WEEP holes etc., Complete

Provision for Tar pad etc., complete.,

Construction of Retaining Wall @ Ch 1/6 -1/8 Earth work excavation in hard gravelly soil with initial lead and lift as per SS20 B for Foundation in narrow trench.

P.C.C 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance to site and all labour charges etc ., complete.

Supplying and erection centering for sides and soffits inculding cost and conveyance of all materials to site and all labour charges,etc., complete

Plain cement concrete in 1:3:6 using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges, etc., complete.

Construction of Retaining Wall @ Ch 2/2 -2/4 Earth work excavation in hard gravelly soil with initial lead and lift as per SS20 B for Foundation in narrow trench.

P.C.C 1:4:8 mix using 40 mm ISS HBG metal including cost and conveyance to site and all labour charges etc ., complete.

Supplying and erection centering for sides and soffits inculding cost and conveyance of all materials to site and all labour charges,etc., complete

Plain cement concrete in 1:3:6 using 20mm ISS HBG metal including cost and conveyance of all materials to site and all labour charges, etc., complete.

Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

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 (Both Construction and Maintenance) 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)

Amman Construction