Tender For Upgradation of panchayat Union and Panchayat Roads to ODR Standards (2025 - 2026) Road A: Upgradation of Manmalai to Kolanthangal Road Km 0/0 - 2/150Road B : Upgradation of Pinjur Anna Nagar Km 0/0 - 1/600Road C : Upgradation of Pinjur Samandhipuram to Vettaikaran Kottai Road Km 0/0 - 1/100 Road D : Upgradation of Aratavadi to Karitiyuthu Thanda road Km 0/0 - 2/350 (CPT - 58) 1 Clearing Scrub jungle by cutting removing and depositing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth as (per MORTH Rev-V 201.) 1.1 Road A 1.2 Road B 1.3 Road C 1.4 Road D 2 Picking 5cm to 10cm old B.T surface and sectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification MORTH No. 111,112,202. 2.1 Road A 2.2 Road B 2.3 Road C 2.4 Road D 3 Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5. (Specification No as per MORTH Rev-V.111,112,406,900) 3.1 Road A 3.2 Road B 3.3 Road C 3.4 Road D 4 Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 4.1 Road A 4.2 Road B 4.3 Road C 4.4 Road D 5 Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perclause 503 of MORTH Rev - 5. (Specification No as per MORTH Rev-V.111,112,503,900) 5.1 Road A 5.2 Road B 5.3 Road C 5.4 Road D 6 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5. (Specification No as per MORTH Rev-V.111,112,504,900) 6.1 Road A 6.2 Road B 6.3 Road C 6.4 Road D 7 Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00-4.30mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, beating 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. (Specification No as per MORTH Rev-V.111,112,507,900) 7.1 Road A 7.2 Road B 7.3 Road C 7.4 Road D 8 Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No. 1000, 1500, 1700, 2702. 8.1 Road B 9 Supply and fabrication of steel grade Fe-240 steel required for all RCC items of works involved in the schedule including cost of steel, 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 for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No. 1600. 9.1 Road B 10 Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance, with a lead of 1 km (as per MORTH No. 304,111 & 112) 10.1 Road A 10.2 Road B 10.3 Road C 10.4 Road D 11 Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.804). 11.1 Road A 11.2 Road B 11.3 Road C 11.4 Road D 12 Providing RCC M15 grade precast HM stone of standard design as per IRC 26-1967 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805). 12.1 Road A 12.2 Road B 12.3 Road C 12.4 Road D 13 Provision for scheme board,Direction and Place Identification signs - Type-IV. Providing and erecting direction and place identification Retro Reflectorised sign made out of high intensity Prismatic Grade Sheeting confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed frame over a back of supporting 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level. The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection as per table 6.6 of IRC 67- 2012. The Retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per of IRC 67:2012 for Scheme board (More than 0.90 sqm)as per MORT&H specification No.801 for sign having area more than 0.95 sqm.) 13.1 Road A 13.2 Road B 13.3 Road C 13.4 Road D 14 Sub Estimate For Box Culvert Dismantling the existing Plain cement concrete in the existing and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete 14.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 14.2 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 14.3 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 14.4 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 15 Dismantling the existing Plain cement concrete in the existing and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MORT&H Vth specification No.202 15.1 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 16 Dismantling the existing Cut stone slabs in the existing and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per MORT&H Vth specification No.202 16.1 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 17 Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of BOX Culvert (as per MORTH Rev with Specification No. 111,112,304.) 17.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 17.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 17.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 17.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 17.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 18 Plain Cement Concrete M15 grade (Nominal mix) 1:2:4 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No.1000,1500, 1700,2100 18.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 18.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 18.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 18.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 18.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 19 Vibrated Reinforced Cement concrete in M25 grade (design mix) using 20mm and below ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000, 1500, 1700,2200,2300 19.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 19.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 19.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 19.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 19.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 20 Supply and fabrication of steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, 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 for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No. 1600. 20.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 20.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 20.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 20.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 20.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 21 Supply and fabrication of steel grade Fe-240 steel required for all RCC items of works involved in the schedule including cost of steel, 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 for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No. 1600. 21.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 21.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 21.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 21.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 21.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 23 Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No. 1000, 1500, 1700, 2702. 23.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 23.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 23.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 23.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 23.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 24 Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for wing wall as per MORTH Rev. V Specification No. 1000, 1500, 1700, 2200,2300 24.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 24.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 24.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 24.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 24.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 25 Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Parapet Wall as per MORTH Rev. V Specification No. 1000, 1500, 1700, 2200,2300 25.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 25.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 25.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 25.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 25.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 26 Filling Gravel behind the culvert walls with clean gritty free drainage gravel including cost and drainage gravel having PHI value more than 35 conveyence of gravel to worksite laying, handling charges and filling in layers tamping under Optimum Moisture content to get the maximum density, including watering, with all leads and lifts for water and allother incidental charges, etc.., Complete as per Cl. 710.1.4 & Appendix 6 of IRC 78-2014 as per MORTH Rev. V Specification No.1000 26.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 26.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 26.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 26.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 26.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 27 Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per MOR&H Vth specification No.2706 27.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 27.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 27.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 27.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 27.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 28 Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms using carted earth with a lead of 1Km for Diversion Road. 28.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 28.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 28.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 28.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 28.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 29 Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base Grade V,thickness 150mm including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 29.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 29.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 29.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 29.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 29.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 30 Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 150mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 30.1 Road A (Single Cell Box Culvert 2.00 x 1.50 m) @ km 1/2 30.2 Road A (Single Cell Box Culvert 3.00 x 3.00 m) @ km 2/4 30.3 Road B (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/2 30.4 Road C (Single Cell Box Culvert 2.00 x 1.50 m) @ km 0/8 30.5 Road D (Single Cell Box Culvert 2.00 x 1.50 m) @ km 2/2 31 Sub Estimate For CC Pavement Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, structing, walling and forming protective bunds wherever necessary, etc., complete as per the relevant standard specification for cut of wall. 31.1 Road B km 0/130 - 0/160 32 Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base Grade - V, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MORTH Rev-5 32.1 Road B km 0/130 - 0/160 33 Cement Concrete of Grade M10 (nominal mix 1:3:6) using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete as per Standard Specification for levelling course below Cement Concrete Pavement. 33.1 Road B km 0/130 - 0/160 34 Vibrated Cement Concrete of Grade M20 using 40 1:1.5:3 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete, as per relevant standard specifications for cut off wall. 34.1 Road B km 0/130 - 0/160 35 Vibrated Cement concrete of M30 Grade (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site and including labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications for CC Pavement. 35.1 Road B km 0/130 - 0/160 36 Supply and fabrication of Fe 500D Steel including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire as per MORTH Vth Rev. No.1600. 36.1 Road B km 0/130 - 0/160 37 Providing and fixing of Separable impermeable plastic sheet of thickness 125 micron including sealant including cost and conveyance of all materials to work site and labour charges for fixing etc., complete. 37.1 Road B km 0/130 - 0/160 38 Providing expansion and contraction joints in both the /longitudinal and transverse direction using bituminous pads of 20 mm thickness including all cost, conveyance and all labour charges for fixing them in position as per the standard specification. 38.1 Road B km 0/130 - 0/160
