Upgradation Strengthening of 1 no Rural Roads in Thoppampatti Block of Dindigul District under Mudhalvarin Grama Salaigal Membattu Thittam MGSMT 2024-25 TN05-33

Amount

Name of the work : 1.Upgradation of Road from 54 Pudur Ammankovil to Shanmugariver Road Km 0/0 - 1/730 (R - 391) Thoppampatti Block in Dindugul District Estimate amount : Rs. 340.03 Lakhs

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,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 as per 20A

Collection and supply of Gritty Gravel from approved quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS.

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% respectively) 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) GSB-III.

Providing, Laying, Spreading and Compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

Providing and Applying Primer Coat with Bitumen Emulsion (SS-1) on prepared surface of Granular Base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

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.,

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 for 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.

Construcion of 1.5m Culvert [20, 375, 645, 705, 850, 1025,1125, 1345,1540]

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Pipe culvert at : 120, 805, 950, 1125, 1445

Removal of Pipes

Removal of Body wall

Slab culvert at : 475, 745, 1225, 1640

Removal of Deck

Removal of Abutment & Wings

Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

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 10 cum. for Levelling Course

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

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 for 10 cum for FOOTING & STEM.

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

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 10 cum for DECK SLAB.

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe415, conforming to IS:1786 2008, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, bending tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, Fe.415 grade.

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

Supplying and Fabricating and placing in position 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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor [Below Sill Level]

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

Supplying and Fabricating and placing in position 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 stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.[Above Sill Level]

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

Supplying & Fixing 300 mm Wide PVC Expansion Joint in the 20 mm expansion gap provided in between Decks over Piers and in between deck and dirt wall over abutment as shown in the drawing including cost & conveyance of expansion joints including Shalimar Pad and Joint sealant etc., complete.

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

Providing and fixing Kraft Paper for full width of seating of deck slab and including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., complete.

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

Providing and fixing Seepage pipes of 100 mm dia. PVC pipes of required lengths 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 at the periphery and labour charges for fixing, etc., to drain of the BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS..

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

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

1.5m Culvert @ Ch. 120

1.5mCulvert @ Ch. 475

1.5mCulvert @ Ch. 745

1.5mCulvert @ Ch. 805

1.5mCulvert @ Ch. 950

1.5mCulvert @ Ch. 1125

1.5mCulvert @ Ch. 1225

1.5mCulvert @ Ch. 1445

1.5mCulvert @ Ch. 1640

Provision for RCC Retaining wall [Section 1]

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for FOUNDATION UNDER RETAINING WALL.

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 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

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 10 cum FOOTINGS & STEM OF RETAINING WALLS.

Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supply and fabrication of STEEL grade Fe415 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., Fe.500 grade.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

Provision for RCC Retaining wall [Section 2]

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for FOUNDATION UNDER RETAINING WALL.

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 10 cum. For Levelling Course Below Abutments & Footing of Retaining Wall.

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 10 cum FOOTINGS & STEM OF RETAINING WALLS.

Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V) BACKFILL IN BETWEEN THE ABUTMENTS AND RETURNS.

Supply and fabrication of STEEL grade Fe415 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., Fe.500 grade.

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Below Sill Level]

Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaition [Above Sill Level]

LS Provisions

Provision for Road Marking

Provision for KM Stone

Provision for HM Stone

Provision for Retro reflection Sign Board circular

Provision for Retro reflection Triangular Board 60 cm

Providing Name and Maintanence Board

Provision for Reflectors

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}

jawahar constructions (BID ID -1078706)