Strengthening of Rural Road in Cheyyar Block of Tiruvannamalai District Package No.TVM/2024-25/41 under Mudhalvarin Grama Salaigal Membattu Thittam 2024-25

Amount

Road - I : Strengthening of Siruveliyanallur Road KM 0/0-2/530 R16

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. etc. comp.

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring. strutting, providing coffer dams, bailing out of water and other item 4 which may be necessary or convenient to the succesful completion of the excavation in a compacted condition a quality of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc., complete for cutting side drains and forming berms as per standard specifications.

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 base-course

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 tack coat over Un Primed WMB/WMM surface at 7Kg of SS-1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying the required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., complete as per clause 503 of MOST specification.

Applying tack coat over Un Primed WMB/WMM surface at 2.5Kg of RS1 per 10 Sqm. area including cost of bituminous binder at the site including labour charges for preparing the surface and applying fie required quantity of bituminous binder as tack coat including hire charges and fuel charges for bitumen boiler and all other tools and plants employed etc., completa as per clause 503 of MOST specification.

Bituminous Macadam 50 MM thick using plastic Waste of 50mm 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

BC 25mm Thick (Grade-II) Using VG30 Bitumen Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.3kgs of VG30/VG40 bitumen including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH part-5

Provision for CD Works 1.50m RCC Slab culvert @ Ch:0/574

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lit 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 etc

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

Supply of sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

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 for Levelling course

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

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 for Foundation

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

Cement concrete 1:2:4 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 for Superstructure

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

Cement concrete 1:2:4 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 for bed blocks

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

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 for Deckslab

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc.

Culvert @ Ch.: 0/480, 1/420, 2/020, 2/470, 2/520

Culvert @ Ch.: 0/480, 1/420, 2/020, 2/470, 2/520

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

Providing and fixing 15mm Bitumen felt for expansion joint Between Dirtwall & Deck slab

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

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

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

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 and technical specification Clauses 614, 709, 1204.3.7

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Culvert @ Ch.: 0/480

Culvert @ Ch.: 1/420

Culvert @ Ch.: 2/020, 2/470, 2/520

Road Marking with Hot applied Thermoplastic compound with reflectorising glass beads on Bituminous surface

60cm equilator triangular Cautionary sign Board

60cm equilator Circular Cautionary sign Board

Provision for Hectametre Stones

Provision for Kilometer Stones

Provision for Citizen Information board cum Name Board

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}

R. Elumalai (BID ID -1080087)