Strengthening of 5 Roads at Keelaiyur Block- Package No-05

Amount

01. Strengthenning of Prathabaramapuram Nadutheru Road Km 0/0-0/960 at Keelaiyur Block

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

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

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 per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

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 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

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, for SHOULDERS

Providing and Laying Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Sign Board

Provision for Name board

02. Strengthenning of Karai Nagar -pudhupalam road Km 0/0-0/740 at Keelaiyur Block

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

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

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 per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

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 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

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, for SHOULDERS

Providing and Laying Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Sign Board

Provision for Name board

03. Strengthenning of Sinthamani Chetti Street Salai Km 0/0-0/355 at Keelaiyur Block

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

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

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 per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

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 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

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, for SHOULDERS

Providing and Laying Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Sign Board

Provision for Name board

04. Renewal Black Topping to Venmanachery Easanur road Km 0/0-1/200 at Keelaiyur Block

Advance patch work for making up the undulation in the existing B.T surface to an average thickness of of 50mm using 45mm IRC size HBG metal

Providing and laying Tack coat over BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

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 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

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, for SHOULDERS

Providing and Laying Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Kilometer Stones Size 1.65m x 0.45m x 0.15m

Provision for Sign Board

Provision for Name board

Construction Retaining Wall of Venmanachery Easanur road @ Km 0/905

Earth work excavation and depositing on banks with initial lead and lift in hard stiff clay , stiff block cotton soil hard earth, shales, narrows etc. as per SS 20B.

Culvert @ Ch.710-820 M

Cement concrete 1:4:8 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.

Culvert @ Ch.710-820 M

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.

Culvert @ Ch.710-820 M

Supply and erecting of steel centering and shuttering including cost and conveyance of all materials and all labour charges etc., complete. complete.

Culvert @ Ch.710-820 M

Providing Weepholes in plain Concrete abutment wing wall return wall with 100 mmm Dia AC pipe extending thorugh the full width of the structure with slope

Culvert @ Ch.0/390R - 0/477R

Providing and Fixing 20mm Compressible Fibre Board for expansion Joint complete

Culvert @ Ch.0/390R - 0/477R

05. Strengthening of Karunkanni Sivan koviltheru road Km 0/0-0/500 at Keelaiyur Block

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

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

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 per ten square meter over the WMM surface preparatory to another bituminous construction over it.

Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

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 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

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, for SHOULDERS

Providing and Laying Thermoplastic Road Marking Painting Line Including Materials and Labouur Charges Etc., Complete

Provision for Dry Fixing 300 mm Dia Pipes at CH 100M, 211M, 308M

Provision for 300 mm Dia Pipe Collar at CH 100M, 211M, 308M

Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m

Provision for Sign Board

Provision for Name board

Construction Pipe Culvert of Karunkanni Sivan koviltheru road Road @ Km 0/178

Earth work excavation and depositing on banks with initial lead and lift in hard stiff clay , stiff block cotton soil hard earth, shales, narrows etc. as per SS 20B.

Culvert @ Ch.178

Sand filling in foundation good river sand including cost and conveyance from approved sources to worksite and stacking the same to departmental matric gauge for taking premeasurement laying layrs of not more than 150mm thick watering and tamping with all leads for soft water and including labour charges and all other incidential charges etc., complete as per standard specification for C.D Woks.

Culvert @ Ch.178

Cement concrete 1:4:8 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete.

Culvert @ Ch.178

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete. BELOW Basement

Culvert @ Ch.178

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal from approved quarry including cost and conveyance all materials to work site including labour for mixing , laying, watering, with in 200m lead for good water compacting concrete etc. complete. ABOVE Basement

Culvert @ Ch.178

Supply and erecting of steel centering and shuttering including cost and conveyance of all materials and all labour charges etc., complete. complete.

Culvert @ Ch.178

Provision of 0.900M Hume Pipe NP3

Culvert @ Ch.178

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,

Culvert @ Ch.178

Construction of 1.5m RCC Slab Culvert @ Ch. 0/394 Karunkanni Sivan koviltheru road

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead and lift including all labour charges and incidental charges such as shoring strutting providing coffer dams baling out water and other item which may be necessary or convenient to the successful completion of the excavation to the bottom of foundation and of back filling in a compacted condition a quantity of materials not exceeding the amount of excavation including all machinery charges for T&P employed etc. complete for foundation as per standard specification for Retaining wall and pipe culverts as per SS20B

Culvert @ Ch. 0/394

Sand filling in foundation good river sand including cost and conveyance from approved sources to worksite and stacking the same to departmental matric gauge for taking premeasurement laying layrs of not more than 150mm thick watering and tamping with all leads for soft water and including labour charges and all other incidential charges etc., complete as per standard specification for C.D Woks.

Culvert @ Ch. 0/394

Cement concrete 1:4:8 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works

Culvert @ Ch. 0/394

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Below Sill

Culvert @ Ch. 0/394

Cement concrete 1:3:6 mix using 40mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for foundation concrete for C.D. works Above Sill

Culvert @ Ch. 0/394

Plain Cement concrete 1:2:4 mix using 20mm ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for bed block concrete for C.D. works @

Culvert @ Ch. 0/394

Reinforced Cement Concrete 1:1 1/2:3 mix using graded ISS size HBG metal including all cost and conveyance of materials from approved sources to worksite including cost of cement which will be suplied by the department at the rate and place as specified in the special conditions appended including handling charges for the same cost of form work whenever necessary baling out water labour charges for mixing concrete laying compacting curing with all leads for good water including hire and fuel charges for all T&P employed and all other incidental charges etc. complete complying with standard specification for concrete for deck slab concrete @ C.D. works

Culvert @ Ch. 0/394

Supplying and fabrication to steel Fe 415 (Tor. Steel) required for reinforced cement concrete work including cost and conveyance of steel to work spot handling charges for the rods straightening cutting bending, tying grills using binding wire (No welding should be done to steel item) hoisting placing positioning binding wire, provision of space hard cover blocks necessary stays and supporting devices including labour materials hire charges for all tools and plants employed and all other incidental charges, etc. complete as per standard specification for C.D. works @ Km

Culvert @ Ch. 0/394

Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Shuttering

Culvert @ Ch. 0/394

Supply and errecting centering and strutting including necessary supports for plane surface in foudation and basement in all floors for RCC columns, footing pedestals, plinth beam, Critical pier etc., using mild steel angles of size 90 x 60 x 10 cm gauge stiffened welded with mild steel angles of size 25 mm x 25mm x 3 mm for boarding laid over silvr oak joist ( Country wood) of size 10 cm to 6.50 cm spaced at 75 cm centre to centre complete complying with standard specification and as directed as per clause MOST specification.Centering

Culvert @ Ch. 0/394

Providing and Fixixng 6mm Bitumen felt for expansion Joint Dirt wall & Deck Slab

Providing weepholes in palin cement concrete abubment wing wall return wall with 100 mm dia AC pipe extending through the full width of structure with slope

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)

SHREE ANANDHA KAMATCHI CONTRACTORS (BID ID -1080806)