Thoothukudi District- MGSMT 2024-25 Improvements to 2 No of Roads in Pudur Block Package No.TN/Tut-22/2024-25

Amount

Strengthening of Nagalapuram O.Duraisamypuram Road to N.Vedapatti Road 0/0-2/7

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Km 0/0-2/63.

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 Km 0/0-2/63.

Providing and Laying Red Gravel side berms 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

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. Km 0/0-2/63.

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. Km 0/0-2/63.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10Square Metre for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., Km 0/0-2/63.

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13 Cum of 19.00-9.50mm. 0.17 Cum 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 Km 0/0-2/63.

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Square Metre 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 MORT&H specification No.803 Km 0/0-2/63.

HM Stone

KM Stone

60 cm Equilateral Triangle cautionary signboard

Name board Cubic Metre Citizen Board

Provision for Road studs with lens rerflector of Categry A raised pavement makers made out of poly carbonate/Methyle mether crylate/ABS moulded body Km 0/0-2/63.

Construction of new 1.5m span culvert at 75 m

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.

cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete

cement concrete 1:2:4 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Bed Block over Abutment and Piers

Supplying and erecting water tight steel shuttering to centering including necessary supports for plane surface in Foundation and Basement for RCC Columns, Footings, Plinth beams, bed blocks, staircase steps etc., using suitable mild steel sheets etc., complete.

Below and Above sill level Without Strutting

Above sill level With Strutting

Reinforced Cement Concrete 1:11/2:3 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Deck slab

Supply and fabrication of Steel Grade S-415/Steel Grade S-240 required for all RCC items of works involved in the schedule including cost of steel which will be procured by the contractor by his own arrangement, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per standard specification

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

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

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

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

Construction of new 5.0 m span culvert at 673 m

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.

cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete

cement concrete 1:2:4 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Bed Block over Abutment and Piers

Reinforced Cement Concrete 1:11/2:3 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Deck slab

Supplying and erecting water tight steel shuttering to centering including necessary supports for plane surface in Foundation and Basement for RCC Columns, Footings, Plinth beams, bed blocks, staircase steps etc., using suitable mild steel sheets etc., complete.

Below and Above sill level Without Strutting

Above sill level With Strutting

Supply and fabrication of Steel Grade S-415/Steel Grade S-240 required for all RCC items of works involved in the schedule including cost of steel which will be procured by the contractor by his own arrangement, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per standard specification

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

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

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

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

Construction of new 1.5m span culvert at 1530 m

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.

cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete

cement concrete 1:2:4 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Bed Block over Abutment and Piers

Reinforced Cement Concrete 1:11/2:3 using 20 mm ISS HBG metal including cost and conveyance of all materials from approved sources to site excluding cost and fabrication of steel and including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete for Deck slab

Supplying and erecting water tight steel shuttering to centering including necessary supports for plane surface in Foundation and Basement for RCC Columns, Footings, Plinth beams, bed blocks, staircase steps etc., using suitable mild steel sheets etc., complete.

Below and Above sill level Without Strutting

Above sill level With Strutting

Supply and fabrication of Steel Grade S-415/Steel Grade S-240 required for all RCC items of works involved in the schedule including cost of steel which will be procured by the contractor by his own arrangement, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per standard specification

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

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

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

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

Construction of Toe wall at ch 2042-2115 m

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.

Supplying and erecting water tight steel shuttering to centering including necessary supports for plane surface in Foundation and Basement for RCC Columns, Footings, Plinth beams, bed blocks, staircase steps etc., using suitable mild steel sheets etc., complete.

Below and Above sill level Without Strutting

cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete

Constrution of Hard Bed ch at 2115-2145 m

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with intial lead and lifts and all other incidental charges such as shoring, strutting, baling out water, forming protective bunds, coffer dam wherever necessary for dressing the bed below sill level etc., complete for foundation. As per SS20B

Cement concrete 1: 4: 8 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including cost and labour for mixing, laying and watering, curing and compacting the concrete and labour for form work and all other incidental charges such as baling out water providing protective bunds, cofferdams etc complete for foundation concrete.

Supplying and erecting water tight steel shuttering to centering including necessary supports for plane surface in Foundation and Basement for RCC Columns, Footings, Plinth beams, bed blocks, staircase steps etc., using suitable mild steel sheets etc., complete.

Below and Above sill level Without Strutting

cement concrete1:3:6 mix using 40mm ISS HBG metal including cost and conveyance of all materials from approved sources to site including labour charges for form work and centering labour charges compacting curing and all other incidental charges etc complete

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% repectively) 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).

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse an (Wearing Coat)

Strengthening of Vedapatti burial ground road Km 0/0-1/0

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. KM 0/0-0/924

Picking the existing worn out BT surface including all labour charges etc complete KM 0/0-0/924

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 KM 0/0-0/924

Providing and Laying Red Gravel side berms 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. Km 0/0-0/924.

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. KM 0/0-0/924

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. Km 0/0-0/924.

Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10Square Metre for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., Km 0/0-0/924.

BITUMINOUS CONCRETE 25, 30/40 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm thick using 0.13 Cum of 19.00-9.50mm. 0.17 Cum 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 Km KM 0/0-0/924

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Square Metre 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 MORT&H specification No.803 KM 0/0-0/924

HM Stone

Cautionary Sign Board (2 curve - 2 Nos)

Provision for Road studs with lens rerflector of Categry A raised pavement makers made out of poly carbonate/Methyle mether crylate/ABS moulded body

Nameboard Cubic Metre Citizen 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}

RATHAKRISHNAN R (BID ID -1079025)