2 Nos of BT Works at Kittampalayam in Sulur block , Coimbatore Under Panchayat General Fund 2025-26

Clearing the scrub jungle including all labour charges for burrying and burning etc., complete.

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

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)

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. Comp.

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Supply and filling the collected gravel for Sub base and side Berms etc, complete.including all cost of materials and labour charges etc

Road Marking with Hot Applied Thermoplastic compound with refctorising glass beads on Bituminous surface.

Road Markers / Road Stud with Lens Reflector Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate /ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/ 10/ 97-DO.III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/ - 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular.

Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, Specification and fixed over 2mm thick Aluminium sheet fixed over a black supporting frame of25MMx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10m from the ground level 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 to the ground by means of properly designed foundadation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials , equipment , Machinary and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro - reflection as per Table 6.6 of IRC 67-2012. Stop sign board

Cautionary Sign board

Construction Hardbed Earthwork excavation for foundation in all classes of soils and sub-soils to full depth as may be directed, except hard rockrequiring blasting but including shoring strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and consolidated and depositing and surplus earth in all places shown by the departmental officers with initial leads and lifts etc.,including levelling the sites complete complying with standard specifications and as directed in hard stiff clay,stiff black cotton soil,hard red earth,shales, murrams,gravel,stoney earth and mixed with 50% fair size boulders and hard gravelly soils as per SS20B

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)

Cement concrete 1:4:8 mix using 40 mm gauge hard broken granite stone jelly for foundation including cost and conveyance of all materials and labour charges for laying and curing etc.,complete complying with standard specifications and as directed

Suppling and erecting shuttering for plane surface in foundation and basement for R.C.C beam column footing etc.,complete complying with standard specifications and as directed.

Cement concrete 1:3:6 mix using 20 mm gauge hard broken granite stone jelly for foundation including cost and conveyance of all materials and labour charges for laying and curing etc., complete complying with standard specifications and as directed

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

Construction of Culvert Earthwork excavation for foundation in all classes of soils and sub-soils to full depth as may be directed, except hard rockrequiring blasting but including shoring strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and consolidated and depositing and surplus earth in all places shown by the departmental officers with initial leads and lifts etc.,including levelling the sites complete complying with standard specifications and as directed in hard stiff clay,stiff black cotton soil,hard red earth,shales, murrams,gravel,stoney earth and mixed with 50% fair size boulders and hard gravelly soils as per SS20B

Cement concrete 1:4:8 mix using 40 mm gauge hard broken granite stone jelly for foundation including cost and conveyance of all materials and labour charges for laying and curing etc.,complete complying with standard specifications and as directed

Suppling and erecting shuttering for plane surface in foundation and basement for R.C.C beam column footing etc.,complete complying with standard specifications and as directed.

Cement concrete 1:3:6 mix using 20 mm gauge hard broken granite stone jelly for foundation including cost and conveyance of all materials and labour charges for laying and curing etc., complete complying with standard specifications and as directed

Suppling fabrication and placing in position of mild steel or ribbed steel for all reinforcement concrete works as per the design given including cost of steel and binding wire in all floors etc., complying with standard specifications (MS or RTS Bar will be supplied departmentally aas section store and cost will be recovered as same rate) the binding wire shall be supplied by the contractor.

Reinforced Cement concrete 1:1.5:3 mix using 20 mm gauge hard broken granite stone jelly forall RCC items of works excluding cost of reinforcement and fabrication charges,centeringand strutting but including curing and providing fan clamps with the RCC floor or roof slabs wherever necessary and bearing surfaces of walls side bottom of the slabs,beams etc., shall be finished smooth with cement mortar 1:2,12 mm thick and with raft paper without claiming etc.,complete complying with standard specifications and as directed.

Plastering with cement mortar 1:5 mix 20mm thickness including all cost and conveyance of all materials from approved quarry to site including curing etc.,complete complying with standard specifications and as directed.

Clearing the scrub jungle including all labour charges for burrying and burning etc., complete.

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

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)

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. Comp.

Bituminous Macadam to 50mm thick (Grade - I) Using VG30 & Plastic Waste Providing and laying Bituminous Macadam to 50mm thick using 0.20 cum of 26.5-13.20mm,0.43 cum of 13.20-2.36mm and 0.26cum of 2.96 & below IRC HBG metal with 58.66 kgs of VG30 bitumen with 3.74kg of Plastic Waste for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP clause 507 of MORTH.

BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Supply and filling the collected gravel for Sub base and side Berms etc, complete.including all cost of materials and labour charges etc

Dismantling Damaged CC Pavement including all cost and conveyence

Road Marking with Hot Applied Thermoplastic compound with refctorising glass beads on Bituminous surface.

Road Markers / Road Stud with Lens Reflector Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate /ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/ 10/ 97-DO.III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/ - 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/ - 2mm arid height not less than 30+/ - 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D428O and confirming to IRC 35 - 2015 guidelines and MORT&H specification 804 etc., complete

Providing and erecting of Retro - reflectorized cautionary , Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC - 67: 2012 and ASTM D -09, The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67 - 2012 ( as per MORTH Specification No 801) Cautionary Sign board

Construction Retaining wall Earthwork excavation for foundation in all classes of soils and sub-soils to full depth as may be directed, except hard rockrequiring blasting but including shoring strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and consolidated and depositing and surplus earth in all places shown by the departmental officers with initial leads and lifts etc.,including levelling the sites complete complying with standard specifications and as directed in hard stiff clay,stiff black cotton soil,hard red earth,shales, murrams,gravel,stoney earth and mixed with 50% fair size boulders and hard gravelly soils as per SS20B

Cement concrete 1:4:8 mix using 40 mm gauge hard broken granite stone jelly for foundation including cost and conveyance of all materials and labour charges for laying and curing etc.,complete complying with standard specifications and as directed

Suppling and erecting shuttering for plane surface in foundation and basement for R.C.C beam column footing etc.,complete complying with standard specifications and as directed.

Cement concrete 1:3:6 mix using 20 mm gauge hard broken granite stone jelly for foundation including cost and conveyance of all materials and labour charges for laying and curing etc., complete complying with standard specifications and as directed

Construction of Culvert Earthwork excavation for foundation in all classes of soils and sub-soils to full depth as may be directed, except hard rockrequiring blasting but including shoring strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick well rammed and consolidated and depositing and surplus earth in all places shown by the departmental officers with initial leads and lifts etc.,including levelling the sites complete complying with standard specifications and as directed in hard stiff clay,stiff black cotton soil,hard red earth,shales, murrams,gravel,stoney earth and mixed with 50% fair size boulders and hard gravelly soils as per SS20B

Cement concrete 1:4:8 mix using 40 mm gauge hard broken granite stone jelly for foundation including cost and conveyance of all materials and labour charges for laying and curing etc.,complete complying with standard specifications and as directed

Suppling and erecting shuttering for plane surface in foundation and basement for R.C.C beam column footing etc.,complete complying with standard specifications and as directed.

For Deck slab Bottom

Cement concrete 1:3:6 mix using 20 mm gauge hard broken granite stone jelly for foundation including cost and conveyance of all materials and labour charges for laying and curing etc., complete complying with standard specifications and as directed

Suppling fabrication and placing in position of mild steel or ribbed steel for all reinforcement concrete works as per the design given including cost of steel and binding wire in all floors etc., complying with standard specifications (MS or RTS Bar will be supplied departmentally aas section store and cost will be recovered as same rate) the binding wire shall be supplied by the contractor.

Cement concrete 1:2:4 (One of cement, two of sand and four of hard broken stone) using 20mm size hard broken stone inclusive of shoring, strutting, bailing out water, ramming, curing etc., complete in all respects as directed by the departmental officers

Reinforced Cement concrete 1:1.5:3 mix using 20 mm gauge hard broken granite stone jelly forall RCC items of works excluding cost of reinforcement and fabrication charges,centeringand strutting but including curing and providing fan clamps with the RCC floor or roof slabs wherever necessary and bearing surfaces of walls side bottom of the slabs,beams etc., shall be finished smooth with cement mortar 1:2,12 mm thick and with raft paper without claiming etc.,complete complying with standard specifications and as directed.

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}