Dharmapuri District - Strenthening to the Giddanahalli-Madheswaran Kovil road OHT to Adhiyamman Kovil road Km 0/0-1/0 H/o Giddanahalli in Package No.TN04 - 08 MGSMT 2025-2026 Pennagaram Block

Amount

Strengthening of the road from Giddanahalli - Madheswaran Kovil road OHT to Adhiyamman Kovil road Km.0/0-1/0 H/o.Giddanahalli

Clearing the scrub jungles including the cutting the scrubs and removing away from site etc complete

Picking 5 cm to 10 cm old mettaled surface and sectioning - 1 sqm

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10m initial lift of 2m in Hard gravel soil including cost and conveyance of all and labour charges etc., complete as per SS 20A

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

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.

Providing and laying of prime coat using Emulsion at the rate of 7 Kg of Bituminous Emulsion SS1 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 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.

Providing and lyaing TACK COAT ove the WMM surface (treated with primer) using 2.50 KG of Bituminous Emulsion RS1 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 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.

Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects

Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- 9 Providing and laying of hot applied thermoplastic compound 2.50mm 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 MORTH&H specification No.803

Construction of 1.50 m RCC Culvert Ch. 620 m

Earth work excavation and depositing on bank with initial lead of 10m initial lift of 2m in Hard stiff clay soil etc complete for open foundation as per SS 20 B

1.50 m RCC Culvert @ Ch.620 m

Cement Concrete 1:4:8 mix using 40mm HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

1.50 m RCC Culvert @ Ch.620 m

Cement Concrete 1:3:6 mix using 40mm ISS Metal HBG metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete

1.50 m RCC Culvert @ Ch.620 m

Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges for mixing, laying and curing etc complete for Superstructure

Abutment

Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges for mixing, laying and curing etc complete for Superstructure

Bed Block & Dirtwall

Cement Concrete 1:1.5:3 mix using 20mm metal including cost and conveyance of all materials and all labour charges for mixing laying and compacting etc. complete for Deckslab

1.50 m RCC Culvert @ Ch.620 m

Supplying and errecting centering for sides and soffits including supports and strutting up to 3.20 m height for plane surface in all floors with all cross bracing using mild steel of size 0.90 cm x 60 cm and 10 guage stilfaned welded with mild steel angles of size 25 mm x 25 mm x 3 mm for boarding laid over silver oak (c-word) joint of size 10 cm x 6.50 cm dia spaced about cnter to center and supported by casuarinas propels of 10 cm to 13 cm dia spaced at 75 cm center to center etc., complete complying with std. specification and as directed for the following items

Below Sill

Above Sil

Deck Slab

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 trying in postion and forming grills for all RCC Works

1.50 m RCC Culvert @ Ch.620 m

Providing and fixing 20mm Bitumen felt for expansion joint between Dirtwall & Deck Slab

1.50 m RCC Culvert @ Ch.620 m

Providing Weepholes in brick masonrry/stone masonry, plain/reinforced concrete abutment, wingwall, retunr wall with 100m dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing

1.50 m RCC Culvert @ Ch.620 m

Retaining Wall at Ch.40-80m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.

Cement conerete 1:3:6 (one cement three sand six jelly)using 40.m.m.H.B.G.Jelly for foundation including watering wherever necessary sand laid in layers not more than 15 c.m. thick compacting etc. complete complying with standard specification. FOOTING

Cement conerete 1:3:6 (one cement three sand six jelly)using 40.m.m.H.B.G.Jelly for foundation including watering wherever necessary sand laid in layers not more than 15 c.m. thick compacting etc. complete complying with standard specification. FOR BODYWALL

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing including cost and conveyance of all materials etc., complete.

Below GL

Above GL

Providing Weepholes in brick masonrry/stone masonry, plain/reinforced concrete abutment, wingwall, retunr wall with 100m dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing

Retaining Wall at Ch.120-140m

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Cement concrete in CC 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15cm thick compacting ect., completed with standard specification and directed by the departmental officers.

Cement conerete 1:3:6 (one cement three sand six jelly)using 40.m.m.H.B.G.Jelly for foundation including watering wherever necessary sand laid in layers not more than 15 c.m. thick compacting etc. complete complying with standard specification. FOOTING

Cement conerete 1:3:6 (one cement three sand six jelly)using 40.m.m.H.B.G.Jelly for foundation including watering wherever necessary sand laid in layers not more than 15 c.m. thick compacting etc. complete complying with standard specification. FOR BODYWALL

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing including cost and conveyance of all materials etc., complete.

Below GL

Above GL

Providing Weepholes in brick masonrry/stone masonry, plain/reinforced concrete abutment, wingwall, retunr wall with 100m dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing

Provision for Kilometer Stone

Provision for Hectometer Stone

Provision for Sign Board

Provision for Name Board

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)

M KULANTHAISAMY (BID ID -1339228)