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| 1 | Improvements of the road from chennimalaito Arulmigu Subramaniya Swamy TempleKM 0/0-3/9at Chennimalai,PerunduraiTaluk, Erode District. under HR&CE announcement no.133 in the year 2023-2024. |
| 2 | Clearing Scrub Jungle including removing from the site,disposal by burying or burning etc., complete as directed by the departmental oficers. |
| 3 | Excavation for roadwork in soil with hydraulic excavator of0.27 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302. |
| 4 | Vibrated Cement Concrete M15 grade (Nominal mix) using 40mm ISSHBG metal including cost and conveyance of all materialsfrom 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 as per MORTH Rev. V SpecificationRetaining paved block. |
| 5 | Km 3/0-3/860 |
| 6 | Km 1/0-2/0 |
| 7 | Km2/0-3/0 |
| 8 | Km 3/0-3/860 |
| 9 | VibratedCement Concrete of grade M15 Nominal Mix 1:2:4 using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for . |
| 10 | Km 0/01/0 |
| 11 | Km 1/0-2/0 |
| 12 | Km2/0-3/0 |
| 13 | Km 3/0-3/860 |
| 14 | Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900 |
| 15 | Providing and applying Tack Coat over Dry clean concrete surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.30 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900 |
| 16 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per Technical Specification Clause 504. |
| 17 | BITUMINOUS CONCRETE 25, 30/40 MMTHICK 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-5Km 0/0 - 3/9 |
| 18 | CROSS DRAINAGE WORKS1.50 mts x1.50 mts Box Culvert @ Km 0/0 -1/0 Ch800& 900- 2Nos(Ch. 800mts and 900mts) |
| 19 | Earthwork excavation in all class of soil except 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, emoval 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 relevent standard specification. for FONDATION OF BOX CULVERT AND Drain Wall |
| 20 | Vibrated Plain Cement Concrete gradeM15 (Nominal mix), using 40mm ISSHBG metal including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, and with all leads for potable water including all other incidental charges, formwork etc., complete for BASE COURSE BELOW FOUNDATION FOR BOX CULVERT as per section 1500,1700 & 2704 of MORT&H specifications (Fifth Revision) |
| 21 | Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labourcharges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, including all other invidental charges etc., complete for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT |
| 22 | Supply and Fabrication of Fe 500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the dawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT. |
| 23 | CROSS DRAINAGE WORKS1.50 mts x1.50 mts Box Culvert @ Km 1/0 - 2/0 Ch1250,1400,1600&1870- 4Nos |
| 24 | Earthwork excavation in all class of soil except 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, emoval 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 relevent standard specification. for FONDATION OF BOX CULVERT AND Drain Wall |
| 25 | Vibrated Plain Cement Concrete gradeM15 (Nominal mix), using 40mm ISSHBG metal including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, and with all leads for potable water including all other incidental charges, formwork etc., complete for BASE COURSE BELOW FOUNDATION FOR BOX CULVERT as per section 1500,1700 & 2704 of MORT&H specifications (Fifth Revision) |
| 26 | Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labourcharges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, including all other invidental charges etc., complete for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT |
| 27 | Supply and Fabrication of Fe 500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the dawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT. |
| 28 | CROSS DRAINAGE WORKS1.50 mts x1.50 mts Box Culvert @ Km 2/0 - 3/0 Ch2190,2408 & 2588- 3Nos |
| 29 | Earthwork excavation in all class of soil except 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, emoval 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 relevent standard specification. for FONDATION OF BOX CULVERT AND Drain Wall |
| 30 | Vibrated Plain Cement Concrete gradeM15 (Nominal mix), using 40mm ISSHBG metal including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, and with all leads for potable water including all other incidental charges, formwork etc., complete for BASE COURSE BELOW FOUNDATION FOR BOX CULVERT as per section 1500,1700 & 2704 of MORT&H specifications (Fifth Revision) |
| 31 | Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labourcharges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, including all other invidental charges etc., complete for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT |
| 32 | Supply and Fabrication of Fe 500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the dawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT. |
| 33 | CROSS DRAINAGE WORKS1.50 mts x1.50 mtsBox Culvert @ Km 3/0 -3/9Ch 3200,3400&3600 - 3Nos |
| 34 | Dismantling the the existing Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 35 | Dismantling theexisting Cut stone Slabs in the existing culvertsand clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 36 | Earthwork excavation in all class of soil except 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 maint |
| 37 | Vibrated Plain Cement Concrete gradeM15 (Nominal mix), using 40mm ISSHBG metal including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, and with all leads for potable water including all other incidental charges, formwork etc., complete Km 3/0-3/9 |
| 38 | Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labourcharges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, including all other invidental charges etc., complete for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT Km 3/0-3/9 |
| 39 | Supply and Fabrication of Fe 500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the dawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT. |
| 40 | CROSS DRAINAGE WORKS1.50 mts x1.50 mtsBox Culvert @ in between Km 2/0 - 3/0 Ch2725- 1No |
| 41 | Earthwork excavation in all class of soil except 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, emoval 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 relevent standard specification. for FONDATION OF BOX CULVERT |
| 42 | Vibrated Plain Cement Concrete gradeM15 (Nominal mix), using 40mm ISSHBG metal including cost and conveyance of all materials to site and cost of cement at site including all labour charges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, and with all leads for potable water including all other incidental charges, formwork etc., complete for BASE COURSE BELOW FOUNDATION FOR BOX CULVERT as per section 1500,1700 & 2704 of MORT&H specifications (Fifth Revision) |
| 43 | Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labourcharges for mixing, transporting, laying, and curing concrete, working at heights, and hire charges for tools and plants, including all other invidental charges etc., complete for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT |
| 44 | Supply and Fabrication of Fe 500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the dawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, for BASE SLAB, SIDE AND TOP WALLS OF BOX CULVERT. |
| 45 | Nose Wall |
| 46 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositingon bank as per SS20B with all leads and lifts and all other incidental charges such aas baling out water shoring shrutting, walling & forming protective bunds wherever necessar etc complete a ore relevant standard specification for FOUNDATION |
| 47 | Km 0/0-1/0 |
| 48 | Km 1/0-2/0 |
| 49 | Km2/0-3/0 |
| 50 | Km 3/0-3/9 |
| 51 | Vibrated Cement Concreteof gradeM15, Nominal mix 1:2:4 using 40mm ISSHBG metal including cost and conveyance of all materialsto site and cement at ite including cost of form work, soft water,labour charges for mixing, transporting, laying, and curing concrete, working at depths tools and plants and incidental charges such as maintainng of protective bunds, cofferdams, shoring, shuttering, etc. complete as per relevant standard specification |
| 52 | Km 0/01/0 |
| 53 | Km 1/0-2/0 |
| 54 | Km2/0-3/0 |
| 55 | Km 3/0-3/9 |
| 56 | VibratedCement Concrete of grade M15 Nominal Mixusing 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cementat siteincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for . |
| 57 | Km 0/0-1/0 |
| 58 | Km 1/0-2/0 |
| 59 | Km2/0-3/0 |
| 60 | Km 3/0-3/9 |
| 61 | Protective work |
| 62 | Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall \"W\" beans posts and spacer channels shall be made by cold roll forming using HR Confirm to IS 5986 Fe 410/360 and dip galvanished having zinc Mass of 550gms/swm, minimum 950mm above road /groud level fixed on ISMC series channel vertical post 150x 75x5mm spaced 2m center to center 312mm x83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanished conforming to Is:1367 Clause 4.60 all complete as per Technical Specification and directed by the Enginner-in-charge |
| 63 | Km0/0-4/0 |
| 64 | Vibrated Cement Concreteof gradeM15, Nominal mix using 40mm ISSHBG metal including cost and conveyance of all materialsto site and cement at ite including cost of form work, soft water,labour charges for mixing, transporting, laying, and curing concrete, working at depths tools and plants and incidental charges such as maintainng of protective bunds, cofferdams, shoring, shuttering, etc. complete as per relevant standard specification |
| 65 | Km 0/01/0 |
| 66 | Km 1/0-2/0 |
| 67 | Provision of Road Furniture & Road Marking |
| 68 | Retro-ReflectorisedTraffic Signs (with out definition board )Type-IV providing and ereting of Retro-Reflectorised cautionary, mandatory and informatory sign board (without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to Type-IV Standards ofIRC-67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm mild steel angle and supported on mild steel angle post 75mmX75mmX6mm with a clear height of not less than 2.10m from the ground level to 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 foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials,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 minimum coefficient of retro-reflective as per Table 6.6 of IRC 67 - 2012. The retro-refletive sheeting shall be covered under 7 yearswarranty issued for filled performance and a certified copy of the three years outdoor exposure report shall be obtained as IRC 67:2012(as per MORT&H spcification No: 801 |
| 69 | 90 cm equilateral triangle |
| 70 | Speed limit at junction & ODR,street road crossings( 60cm Circular ) |
| 71 | Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bitumious surface Providing and laying hot applied thermostatic compound 2.50mm thick including reflectorising glass beads @250 gms per sqm area,thickness of 2.50mm is exclusive of surface applied glas beads as per IRC :35. The finished surface to be level, uniform and free fromstreaks and holes etc. complete ( as per MORTH & spacification No.803) |
| 72 | Both sides |
| 73 | Center |
| 74 | Solar rised Pavement markers / Solar Road StudSupplying of solsr raised pavement marker made of poly carbonate mouded body ,solar powered ,LED self illu innumination in active mode,360 degree illumination and reflective panels with micro plastic lens capable of providing total internal reflection of the light enetering the lense face is passive mode .The product shall support of load of 13635 kg tested in accordance to MORTH & ASTMD 4280 Type H.This product should be resistant to Water ingress according to IP65 strandards with IS 12063:1987 Category 2 and should with stand temperatures in the range of -7c to 70c .Flashing rate abd colour of lighting is tobe provided as per requirements .There should be Minimum current losses than 20 micro ampheres in sleeping charge mode to enchance product life and single cahrge should be provided for a minimum autonomy of 50 hours .The height width and length shall not be less than 10mmX1000mmX100mmm.Fixing will be by drilling holes on the road for the shanks to go inside without nails and using epoxy resin base adhesive as per manufacture recommendatiuon and complete as directed by the Engineer.The waranty certificate and test reports confirming to Compressive Strenghth as per MORTH circularshall be obtaine by the manufacturer and submitted to the Engineer-in- charge |
| 75 | Supplying and installation of delineators ( road way indicators, Hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete ( as per MORT&H specification NO.806) |
| 76 | Hazard Marker Traffic sign - Type-IVProviding and erecting of retro-Reflectorised hazard marker Traffic sign made outof high intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2 mm thick Aluminimum sheet fixed over a back supporting frame of 25mmx25mmx3mm MIld steel angleand supported on a mild steel post angle post 75x75x6mm and 0.6m below ground level. The sign post should bepainted as per IRC 67-2012 and foimly fixed to the ground by means of properly designed foundation with M15 grade cementconcrete 45xcmx45cmx6.60cm 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 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. 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 MORT&H specification No.801) |
| 77 | Star Sign StickerProviding and fixing of Retro-reflectorised cautionary star sign made out of High intensity prismatic grade reflective sheeting sticked over CR sheet 0.2mm/32 G thickness with black enamel paint firmly fixed on the trees with11/2\"x14G wire nails of size 100mmx100mm |
| 78 | Providing RCC M15 grade precast KM stone of standard design as per IRC 8-1980 and fixing in position including all incidential charges etc. complete as per MORT&H specification NO-804 as directed by the Engineer |
| 79 | Providing RCC M15 grade precast HM stone of standard design as per IRC 26-1976and fixing in position including all incidential charges etc. complete as per MORT&H specification NO-804 as directed by the Engineer |
| 80 | GST Amount for providing Service to Government Contract Works for the above works at 18%(9%+9%). {GST Amount is the Total GST Amount for overall quoted amount} |
