Strengthening to the Retaikulam to Duraisamypuram Road in Kulayaneri Panchayat in Kadayanallur Panchayat Union in Tenkasi District under MGSMT 2024-25 in Package No.05

Amount

Strengthening to the Retaikulam to Duraisamypuram Road in Kulayaneri Panchayat in Kadayanallur Panchayat Union in Tenkasi District under MGSMT 2024-25 in Package No.05

Clearing Scrub Jungle without alignment for the widening of the formation of the road cutting of trace up to 30mm girth products the cleaning are to be stocked in such a place as ordered by the departmental officer and the ground shall be left in a perfectly clean condition. All holes of hollows whether original, existing (or) produced by digging of roots shall than be carefully filled up the earth well rammed and leveled of and the entire work completed in all respect as per SI 17 (2).

Picking the existing surface to 50mm to 100mm thick including labour and hire charges for picking tools and plants and all other incidental charges etc complete as per standard specifications.

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.

Providing laying and compacting red gravel in accordance with requirements of the specification materials shall be in one or more layers as necessary including watering, consolidating by the power roller rolling and all labour charges for soiling including hire charges for consolidation etc. complete.

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.

Premeasurement for 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 which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack 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.

Premeasurement for Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I . Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack 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.

Providing and laying Bituminous 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 m 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.

Bituminous Concrete 25/30/40mm 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

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

Provision for Hectametre stone of size 0.75mx0.23mx0.10m

Providing Road furnitures

Mandatory Sign Board - Equilateral Triangle - 60cm

Mandatory Sign Board - Circle - 60cm

Construction of Deck Slab Culvert 3.0m Span @ Ch. 800m

Earth work excavation in all clauses of soil with initial lead and lift except hard rock requiring blasting as per SS 20B for foundation etc., complete.

Cement concrete 1:4:8 mix using 40m ISS HBG metal including cost and conveyance of all materials and all labour charges etc., complete.

Centering charges for all concrete works including all cost and conveyance of all materials and all labour charges etc., complete.

For Shuttering - Below Sill Level

For Shuttering - Above Sill Level

For Deck Slab Centering

Cement concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.

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

Supplying, Fabricating and placing in position of MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with standard specification.

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

Supplying and filling with excavated earth including all cost and conveyance and all labour charges for watering, ramming etc., complete.

Cost Towards Weep Hole arrangements using 2" PVC pipes including all cost and conveyance and all labour charges etc., complete.

Cost Towards Tarpad arrangemnets as expasion joints arrangements including all cost and conveyance and all labour charges etc., complete.

Construction of Retaining Wall @ KM[0/0-0/8]

Earth work excavation in all clauses of soil with initial lead and lift except hard rock requiring blasting as per SS 20B for foundation etc., complete.

Cement concrete 1:4:8 mix using 40m ISS HBG metal including cost and conveyance of all materials and all labour charges etc., complete.

Centering charges for all concrete works including all cost and conveyance of all materials and all labour charges etc., complete.(For Shuttering - Below Sill Level)

Cement concrete 1:3:6 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.

Filling with Excavated earth including cost and conveyance and all labour charges such as watering and ramming etc., complete as per standard specification.

Cost Towards Tarpad arrangemnets as expasion joints arrangements including all cost and conveyance and all labour charges etc., complete.

Cost Towards Weep Hole arrangements using 2" PVC pipes including all cost and conveyance and all labour charges etc., complete.

Providing Cement Concrete Road with Drainage at @ KM[0/4-0/8]

Earth work excavation in all clauses of soil with initial lead and lift except hard rock requiring blasting as per SS 20B for Corewall / Drainage work etc., complete.

Cement concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials and all labour charges etc., complete.

Centering charges for all concrete works including all cost and conveyance of all materials and all labour charges etc., complete.

For Shuttering - Below Sill Level

For Cover Slab Centering

Supplying and fabrication of steel including cost and conveyance of bending to shape and tying in position and forming grills for all R.C.C works including cost and conveyance of all materials to site etc., complete.

Reinforced cement concrete 1:1.5:3 mix using 20mm 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 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete.

Plastering with cm 1:5mix 12mm thick including all cost and conveyance and all labour charges etc., complete.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Supplying and fixing of 12mm thick Bitumen Pad as expansion joints at every 4.50m intervals inculding cost of material and conveyance to site, cutting and finishing etc., complete.

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}

Guna construction (BID ID -1081135)

MARIDURAI (BID ID -1081419)

P.Vijayabalan (BID ID -1079982)