Thoothukudi District-MGSMT 2022-23-Strengthening/Renewal of 2 No of Rural Roads in Vilathikulam Block Package No.TN/TUT-50/MGSMT-2022-23

Amount

Renewal BT of Km 7/8 of pillayarnatham Eppodum vendran road to A.Velayuthapuram via K.Kumareddiapuram km 0/-5/280(R26)

Clearing the Scrub jungle including all labour charges for burrying and burning etc., complete. Km 0/0-5/280

Providing and Laying Red Gravel for side berms including cost & conveyance of gravel from approved sources to work site including labour for spreading,

Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 25mm using 13.20mm IRC size HBG metal with 44 Kg of Bitumen-for 1cum of metal mixed in hot mix plant laying at site

Providing and laying tack coat 3 Kgs/10 sqm over the BT surface not treated with primer using 3 kgs. Of bituminous binder for 10 Sqm. Are including cost of binder at the site including labour charges for applying the required quantity of binder as tack coat etc., complete as per clause 503 of MOT specification. Km 0/0-5/280

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 Km 0/0-5/280

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803 Km 0/0-5/280

HM Stone

KM stone

Provision for Citizen Information Boards and Name board

Towards the charges for routine maintenance of the road work executed under Bharat Nirman including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.

For the second six months 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

Strengthening of Tharuvaikulam-Soorangudi road to Kallurani road KM 0/0-0/970 at kallurani village in vaippar panchayat in vialathikulam (R-177)

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. KM 0/0-0/970

Earth work excavation and depositing on bank with an intial of 10m and lift 2m in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders, hard gravelly soil etc., as per SS 20A including laying and spreading in layer etc.complete. KM 0/0-0/970

Picking the existing BT surface up to 50mm thick including labour charges for picking clearing and levling the site nicluding allother labour charges. KM 0/0-0/970

Providing and Laying Red Gravel side berms including cost & 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 power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

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. KM 0/0-0/970

Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. km 0/0-0/970

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 0/0-0/970

Providing and laying open graded premix carpet of 20mm compacted thick using 0.18cum of 13.20mm IRC size HBG machine crushed chips and 0.09 cum of 11.20mm IRC HBG machine crushed chips with 14.60Kg of bitumen for 10 Sqm. of premix carpet including laying of seal coat 'A' over the premix carpet using 0.09 cum of 6.70mm IRC size HBG machine crushed chips with 9.80Kg of bitumen per 10 Sqm. including cost and conveyance of chips and stacking them to departmental gauge for pre-measurements including cost of bitumen which will be supplied by the department at departmental section stores and its cost will be recovered as per special condition appended including heating the bitumen and metal mixing the materials in Central Hot mix plant for premix carpet including spreading the same and finishing and compacting the same by power rolling to the specified lines and grades including all labour charges application of bitumen for seal coat over the premix carpet and spreading the seal coat and power roller rolling separately as per MOST specification 509 and 513 (III revision) including all labour charges hire and fuel charges for mini hot mix plant, power roller 80-100KN capacity and all other tools and plants employed therefor etc.com. (Using Plastic Waste)

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORT&H specification No.803

HM Stone

Nameboard cum Citizen Board and Name board

60 cm Equilateral Triangle cautionary signboard

Construction of 1.5m Span RCC Slab Culvert at ch 300 m

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Plain Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.

Cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete.

Cement concrete 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete.

Supply and fabrication of Steel Grade S-415/Steel Grade S-240 required for all RCC items of works involved in the schedule including cost of steel which will be procured by the contractor by his own arrangement, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per standard specification

Supply and erecting centering for sides and sofits including supports and strutting upto 3.29 m. height for plane surfaces in all floors with all cross bracings using mild sheets of sixe 90 cm. x 60 cm.and 10 gauge stiffened, welded with mild steel angles of size 25 m. x 25 mm. x 3 mm. for boarding laid over silver oak (country wood) joist of size 10 cm. x 6.5 cm. dia spaced at about 90 m. centre to centre etc., complete and complying with standard specification and as directed for the following items.

Below sill level

Above sill level

Reinforced Cement Concrete 1:11/2:3 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Deck slab

Towards the charges for routine maintenance of the road work executed under Bharat Nirman including dressing of bermsby refilling the gully with form berms, desilting of side drains and CD works , Whitewashing guardstones, painting of KM & HM stones,Parapets, cutting of breaches of trees, refixing displaced guard stones , caution boards, speed limit boards etc with the periodiocity for the above actitvities as prescribed in IRC SP 20-2002 and as directed by the departmental officers except for the constructional defects which has to be rectiufied by the contractor at his own cost.

For the second six months 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 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}

RATHAKRISHNAN R