Strengthening the Road from Arthanaripalayam- Paruthiyur Road to Punnakkuputtukadu Km 0/0 to 2/50 H/O Arthanaripalayam (R - 183) - Package No TN 02-41 in Anaimalai Block of Coimbatore District under NABARD-RIDF-XXX 2024-2025 Scheme

Amount

Strengthening the Road from Arthanaripalayam- Paruthiyur Road to Punnakkuputtukadu Km 0/0 to 2/50 H/O Arthanaripalayam (R - 183)

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 in all etc complete

Picking the existing mettaled surface and sectioning including all labour charges etc, complete.

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. Km 0/0-2/500

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.

Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Applying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete

Providing and laying Bituminious concrete 40MM which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.

Providing and laying including cost and conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum moisture content and hire fuel charges for powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for side berms KM 0/0 -1/0

CC Pavement

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.

Construction of un reinforced, dowel jointed at expansion and construction joint only M30 Grade with 43 grdae cement.

Provision for Rumble strips covered with BC , 15-20 mm high at centre, 250 mm wide placed at 1 m centre- to-centre at approved locations to control speed, marked with white strips of road marking paint.

Road Marking by providing and laying of hot applied Thermoplastic Compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

Polycarbonate molded body, solar powered , Led self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens 9nos. @ 50cmC/C perpendicular to carriage way

Supplying and fixing of Kilo Metre stones including painting and lettering as directed by the departmental officers etc., complete

Supplying and fixing of Hecta Metre stones including painting and lettering as directed by the departmental officers etc., complete

Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete

Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification a

60cm equilateral triangle

STOP sign board 750mm

Major road ahead

Rumble strips ahead

Polycorbanate moulded body, solar powered

Thermoplastic Paint =2* 45m*0.10m

Stop line = 5m*0.10m

CONSTRUCTION OF RETAINING WALL

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders (SS20B) etc., complete in all respects as directed by the departmental officers.

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.

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)

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

Providing and fixing seepage pipes of 100mm dia. Pvc pipes of required for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm dia. Semi spherical back fill arrangements with 100 mm size broken granite chips etc.

Scafolding and Centering charges for the structural components for Stem of Retaining walls

Scafolding and Centering charges for the structural components for Footing of Retaining walls

Construction of Single Cell of 2.00m span X 1.50m vent Box Culvert at Ch 1520

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel,

Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm, 12mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.

Providing and fixing seepage pipes of 100mm dia. Pvc pipes of required for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm dia. Semi spherical back fill arrangements with 100 mm size broken granite chips etc.

Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

RCC Box Culvert - 8nos 4m span X 2.00m ( Skew 35 Deg ) at Ch 1050

Earth work excavating and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff clay, stiff black cotton soil, hard red earth, shales, murram, gravel,

Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm, 12mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.

Providing and fixing seepage pipes of 100mm dia. Pvc pipes of required for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm dia. Semi spherical back fill arrangements with 100 mm size broken granite chips etc.

Filling behind Box Culvert with clean gritty gravel including cost and conveyance of gravel from approved sources to work site including laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering and all other incidental charges etc., complete for filling behind the Retaining walls

Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

Provision for Guard Post

Providing and making Gabion structure with mechanically woven Double Twisted Hexagonal shaped wire mesh Gabion boxes as per 16014:2021, MORTH clause 2500, of required size, Mesh type 10x12 (D-100mm with tolerance of +- 2%) Zinc coated, mesh wire dia 3.0mm, mechanically edged / selvedged with partitions of openings per meter of mesh perpendicular to twist, tying with lacing wire of dia 2.2mm supplied @ 3% hy weight of Gabion boxes, filled with boulders with least dimension of 200mm as per drawing, all complete as per direction of Engineer-in-charge

Construction RCC 6.0m Span Culvert @ Ch 2050

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

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.

Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

Towards the charges for routline maintenance of the road work executed under PMGSY 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 IRCSP- 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 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)

Vetri constructions (BID ID -1230321)