Upgradation and 5 years Maintenance of the Road from Chettikulam to Nattarmangalam road KM 0/0-2/140 under NABARD -RIDF XXIX 2023-2024 in Alathur Block of Perambalur District Package No.TN11-01

Amount

Clearing the Scrub jungle including all labour charges for burrying and burning etc.,KM 0/0 - 2/140

Earth work excavation in all classes of soil except hard rock requiring blastering depositing on bank with initial lead of 10 metre and lift of 2 metre as per SS20A including breaking cods, sectioning ,ramming etc complete as directed by the departmental officers for formation (SI.No.60/P16)

Spreading the collected US gravel to watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers KM 0/0 -1/000

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) KM 0/0 - 0/835

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 150mm 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 0/000-2/140

Providing and Laying of PRIMECOAT using emulsion at the rate of 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m over the WMM surface preparatory to another bituminous construction over it including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc. KM 0/000-2/140

Providing and laying TACK COAT over WMM surface (treated with primer) using 2.5kg Of Bitumen emulsion RS-1 for 10sqm over the Prime coat preparatory to another bituminous construction over it including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc. KM 0/000-2/140.

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 0/000-2/140

Provision for HM Stone charges etc complete

Provision for Km Stone charges etc complete

Provision for Name Board Cum Citizen Board

Provision for 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 - 1/500.

Construction of RCC 1.50m Slab Culvert @ Ch 0m Earth work excavation for foundation soil as per SS 20 B for foundation.

Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.Below sill

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete. Above sill

Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.

R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

Filling the Gravel including cost and conveyance of material to worksote etc complete

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

Providing and fixing Bitumen pad

Construction of RCC 1.50m Slab Culvert @ Ch 835m Earth work excavation for foundation soil as per SS 20 B for foundation.

Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.Below sill

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete. Above sill

Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.

R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

Filling the Gravel including cost and conveyance of material to worksote etc complete

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

Providing and fixing Bitumen pad

Construction of RCC 1.50m Slab Culvert @ Ch 1230m Earth work excavation for foundation soil as per SS 20 B for foundation.

Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.Below sill

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete. Above sill

Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.

R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

Filling the Gravel including cost and conveyance of material to worksote etc complete

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

Providing and fixing Bitumen pad

Construction of RCC 1.50m Slab Culvert @ Ch 2200m Earth work excavation for foundation soil as per SS 20 B for foundation.

Cement Concrete 1:4:8 mix using 40mm HBG metal including all labour charges for filling etc complete.

Cement Concrete 1:3:6 mix using 40mm HBG metal including cost and conveyance of all materials to site including all labour charges for filling etc complete.

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete.Below sill

Centering for the sides and soffits RCC items including all cost and conveyance and all labour charges etc., complete. Above sill

Supplying and fabrication of steel rods including all cost and conveyance and all labour charges and all other incidental charges.

R.C.C. 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

C.C. 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance and all labour charges etc.complete.

Filling the Gravel including cost and conveyance of material to worksote etc complete

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

Providing and fixing Bitumen pad

Retaining Wall : Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B Ch.945 - 964 (Left Side)

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. Ch.945 - 964 (Left Side)

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. Ch.945 - 964 (Left Side)

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. (Below Sill) Ch.945 - 964 (Left Side)

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete. (Above Sill) Ch.945 - 964 (Left Side)

Centering for the sides and soffits CC items including all cost and conveyance and all labour charges etc., complete. Ch.945 - 964 (Left Side)

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)

TCB CONSTRUCTION