Dharmapuri District - Upgradation / Strengthening of the road 2 Nos. in Package No. TN04-14 MGSMT / 2022-2023 Nallampalli Block P14

Amount

Strengthening of the road from Appanahalli Kombai to Kammalankuttai Road Km.0/0-1/800

Clearing Scrub Jungle including removing from the site,disposal by burying or burning etc., complete as directed by the departmental officers. KM 0/0-1/800

Picking the Existing BT Surface wornout Surface including all labour charges etc

Collection and supply of Carted Earth from approved Quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. Compete

Providing and Laying Gravel to 100mm compacted thick 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

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 PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp..

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

1.50 m RCC Slab Culvert at Ch.1680

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 Slab Culvert at Ch.1680

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 Slab Culvert at Ch.1680

Cement Concrete 1:3:6 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 Slab Culvert at Ch.1680

Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,

1.50 m RCC Slab Culvert at Ch.1680

RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,

1.50 m RCC Slab Culvert at Ch.1680

Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete

1.50 m RCC Slab Culvert at Ch.1680

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 1.50 m RCC Slab Culvert at Ch.1680

Slab centerin Deck slab side 1.50 m RCC Slab Culvert at Ch.1680

Supply and fixing of weep holes using 90mm PVC Pipes including cost of all site etc.,

1.50 m RCC Slab Culvert at Ch.1680

Provision foer Expansion Joints (Bitumen Pad)

1.50 m RCC Slab Culvert at Ch.1680

Provision for KM stones

Provision for HM stones

Provision for 60 cm Equilateral Triangel Sign Board

Provision for Name Board

Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

Strengthening of the road from Sivadi RS to Boothanahalli road Km.0/0-2/00

Clearing Scrub Jungle including removing from the site,disposal by burying or burning etc., complete as directed by the departmental officers. KM 0/0 - 2/0

Picking the Existing BT Surface wornout Surface including all labour charges etc

Collection and supply of Carted Earth from approved Quarry an average lead 1km including cost and conveyance of all materials to site and labour charges etc. Compete

Providing and Laying Gravel to 100mm compacted thick 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

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 PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

As Per Calculation Sheet

Applying TACK COAT over Primed WBM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp..

As Per Calculation Sheet

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

1.50 m RCC Slab Culvert at Ch.750

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 Slab Culvert at Ch.750

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 Slab Culvert at Ch.750

Cement Concrete 1:3:6 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 Slab Culvert at Ch.750

Plain Cement Concrete 1:2:4 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc Complete,

1.50 m RCC Slab Culvert at Ch.750

RCC 1:1.5:3 mix using 20 mm ISS sine HBG metal including cost and conveyace of all materials and all labour charges,etc,

1.50 m RCC Slab Culvert at Ch.750

Supply and fabrication of steel for RCC items including cost and conveyance of binding wire, etc., complete

1.50 m RCC Slab Culvert at Ch.750

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 1.50 m RCC Slab Culvert at Ch.750

Slab centerin Deck slab side 1.50 m RCC Slab Culvert at Ch.750

Supply and fixing of weep holes using 90mm PVC Pipes including cost of all site etc.,

1.50 m RCC Slab Culvert at Ch.750

Provision foer Expansion Joints (Bitumen Pad)

1.50 m RCC Slab Culvert at Ch.750

Provision for KM stones

Provision for HM stones

Provision for 60 cm Equilateral Triangel Sign Board

Provision for Name Board

Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)

For 1st year maintenance

For 2nd year maintenance

For 3rd year maintenance

For 4th year maintenance

For 5th year maintenance

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)

Kaveri