Strengthening of Road 2 Nos in S.S.Kulam Block - Package No TN 02-23 in S.S.Kulam Block of Coimbatore District under MGSMT-Phase II 2025-2026 Scheme

Amount

1. Strengthening of road from km 9/0 Thudiyalur Kovilpalayam road to Athipalayam Harijan colony Km 0/0-0/540 H/O Athipalayam (R-144)

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 in all etc complete

Picking the existing BT surface and sectioning including all labour charges etc, complete.

Collection of Carted earth from approved quarry an average lead 1Km including cost and conveyance of all materials to site and labour charges etc.,

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 WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete

Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.

Provision of 5 Nos.Rumble strips covered with premix bituminous carpet 15-20mm high at centre 250mm wide placed at 1m centre to centre at approved locations to control speed,marked with white strips of road marking paint

Provision of 5 Nos.Rumble strips covered with premix bituminous carpet 15-20mm high at centre 250mm wide placed at 1m centre to centre at approved locations to control speed,marked with white strips of road marking paint

Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (without definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of 25mm x25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the groundlevel to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed tothe ground by means of properly designed foundation with M15 gradecement concrete 45cmX45cmX60cm size including cost and conveyanceof all materials, equipment, Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work asdirected by the engineer-in-charge. High intensity Retro - Reflectrosheet shall consist of minimum coefficient of Retro-reflection as perTable 6.6 of IRC 67-2012. The retro - reflective sheeting shall be coveredunder 7 year warranty issued for field performance and a certified copyof three years outdoor exposure report shall be obtained as per IRC67:2012 . ( as per MoRT&H Specification No.801) 60 cm Equilateraltriangle cautionary signboard

Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (with definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of25mmx25mmx3mm Mild Steel angle and supported on a mild steelangle post 75X75X6mm with a clear height of not less than 2.10m fromthe ground level to the bottom of the sign board and 0.60m belowground level. The sign post should be painted as per IRC 67-2012 andfirmly fixed to the ground by means of properly designed foundationwith M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour withall leads and lifts, loading charges necessary for satisfactory completionof the work as directed by the engineer-in-charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro-reflectionas per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall becovered under 7 year warranty issued for field performance and acertified copy of three years outdoor exposure report shall be obtainedas per IRC 67:2012 . ( as per MoRT&H Specification No.801) 60 cmcircular

Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (without definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of 25mm x25mmx3mm Mild Steel angle and supported on a mild steel angle post75X75X6mm with a clear height of not less than 2.10m from the groundlevel to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed tothe ground by means of properly designed foundation with M15 gradecement concrete 45cmX45cmX60cm size including cost and conveyanceof all materials, equipment, Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work asdirected by the engineer-in-charge. High intensity Retro - Reflectrosheet shall consist of minimum coefficient of Retro-reflection as perTable 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copyof three years outdoor exposure report shall be obtained as per IRC67:2012 . ( as per MoRT&H Specification No.801) 90 cm octagon

Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete

2.Strengthening of the Road from Thottipalayam to Sengadu Road @ Thottipalayam Km 0/0 - 2/55 H/O Vellamadai (R-37)

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 in all etc complete

Picking the existing BT surface and sectioning including all labour charges 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.

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 WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. complete

Applying tack coat over BT Surface (treated with primer) using 2.5 KG of Bituminous emulsion RS-1 per 10 Sqm. for preparatory to another bituminous construction over it Including cost of bituminous emulusion which will be supplied odepartmetally at section stores and costs of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling chrges including labour charges for brushing,cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous wmulsion including hire, fuel and running charges for all tools and plants employed for the works including all other incidental charges such as barricading and providing danger lights,flags., complete as per standard specification.

Providing and laying Bituminious concrete which shall consists of construction of a single course binder /wearing corse on a previosly prepared Bituminous base to the requirements of the specification using 60/70 grade bitumen as per MorRTH specificaton CI.508.

Collection of Carted earth from approved quarry an average lead 1Km including cost and conveyance of all materials to site and labour charges etc.,

Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (without definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of 25mm x25mmx3mm Mild Steel angle and supported on a mild steel angle post75X75X6mm with a clear height of not less than 2.10m from the groundlevel to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed tothe ground by means of properly designed foundation with M15 gradecement concrete 45cmX45cmX60cm size including cost and conveyanceof all materials, equipment, Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work asdirected by the engineer-in-charge. High intensity Retro - Reflectrosheet shall consist of minimum coefficient of Retro-reflection as perTable 6.6 of IRC 67-2012. The retro - reflective sheeting shall be coveredunder 7 year warranty issued for field performance and a certified copyof three years outdoor exposure report shall be obtained as per IRC

Provision of 5 Nos.Rumble strips covered with premix bituminous carpet 15-20mm high at centre 250mm wide placed at 1m centre to centre at approved locations to control speed,marked with white strips of road marking paint

Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (with definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of25mmx25mmx3mm Mild Steel angle and supported on a mild steelangle post 75X75X6mm with a clear height of not less than 2.10m fromthe ground level to the bottom of the sign board and 0.60m belowground level. The sign post should be painted as per IRC 67-2012 andfirmly fixed to the ground by means of properly designed foundationwith M15 grade cement concrete 45cmX45cmX60cm size including costand conveyance of all materials, equipment, Machinery and labour withall leads and lifts, loading charges necessary for satisfactory completionof the work as directed by the engineer-in-charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro-reflectionas per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall becovered under 7 year warranty issued for field performance and acertified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . ( as per MoRT&H Specification No.801) 60 cmcircular

Providing and erecting of Retro - Reflectorised Cautionary, Mandatoryand Informatory signs (without definition board) made out of HighIntensity Prismatic Grade Sheeting confirming to Type-IV standards ofIRC-67: 2012 and ASTM D 4956 –09, specification and fixed over 2mmthick Aluminium sheet fixed over a back supporting frame of 25mm x25mmx3mm Mild Steel angle and supported on a mild steel angle post75X75X6mm with a clear height of not less than 2.10m from the groundlevel to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed tothe ground by means of properly designed foundation with M15 gradecement concrete 45cmX45cmX60cm size including cost and conveyanceof all materials, equipment, Machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work asdirected by the engineer-in-charge. High intensity Retro - Reflectrosheet shall consist of minimum coefficient of Retro-reflection as perTable 6.6 of IRC 67-2012. The retro - reflective sheeting shall be coveredunder 7 year warranty issued for field performance and a certified copyof three years outdoor exposure report shall be obtained as per IRC67:2012 . ( as per MoRT&H Specification No.801) 90 cm octagon

Provision of 5 Nos.Rumble strips covered with premix bituminous carpet 15-20mm high at centre 250mm wide placed at 1m centre to centre at approved locations to control speed,marked with white strips of road marking paint

Construction of Hard bed @ 14m & 792m

Supplying and erecting centering for sides and soffits including supports for all reinforced cement concrete works like lintels, beams, etc., including strutting 3M high using Mild steel sheets of size 90cm × 60cm and B.G. 10, stiffened with Mild steel Angles of size 25mm × 25mm × 3mm laid over Silver oak (cw) joists of size 10cm × 6.5cm (Spaced about 91cm c/c) including removing the same after specified period without damaging RCC works in all floors etc., complete as directed by the departmental officers complying with relevant standard specifications

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 and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Hard bed - 14m

Providing and fixing 20 mm thick compressible fibre board in expansionjoint complete as per drawing and technical specifications

Supplying and fixing of Name board cum Citizen board including painting and lettering as directed by the departmental officers etc., complete

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 (for Construction & maintenance) above this row in column "BB" for all works in this package}

S VIJAYAKUMAR (BID ID -1340471)