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| Sl. No. | Item Description |
| 1 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead sand lifts as per SS20 B icluding cost of all labour charges, materials, tools, equipments and all incidental charges, 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 Boxing including conveyance of cut earth away from the site with average lead |
| 2 | Providing,laying,spreading and compacting graded stone aggregates for Granular Sub Base,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 406 of MORTH Rev-5- Grading - V |
| 3 | Providing,laying,spreading and compacting graded stone aggregates for Granular Sub Base,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 406 of MORTH Rev-5- Grading - III |
| 4 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, layingin uniform layers using pavers in SubBase/Base course on well prepared surface and compacting with vibratory soil compactor 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 |
| 5 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg 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 |
| 6 | 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 asper Clause 503 of MORTH Rev-5 |
| 7 | Removal of the Black Topped (BT) surface to 50 to 70mm depth using Milling machine,including conveying the milled waste materials away from the worksite to an average distance including hire and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental charges etc. complete as per the direction of the departmental officers |
| 8 | Providing and laying Tack Coat over Existing BT surface using 2Kg 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 |
| 9 | Providing, laying Grade 1 consolidated 75mm thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG 30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 |
| 10 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specification on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) |
| 11 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50 13.20mm,0.43 cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with37 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 hotmixplant20-30 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 by8-10tonne 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 withbitumen 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- Grade II |
| 12 | Providing and laying Bituminous Concrete to 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 50.30kgs of VG 30 bitumen 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 requiredtemperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks topaver site, spreading the mix to uniform thickness of 40mm with mechanical paver to thespecified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to therequired density etc., including labour for attending to paver to site etc., including hire chargesand fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratoryroller 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 |
| 13 | Refilling excavated earth including conveyance of all materials to worksite, including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density of layers including all incidental charges etc., complete for box culvert and Retaining wall adjacent to culvert (Labour charges & Earth work compaction) |
| 14 | Sub estimate for Construction of Minor Bridge at km 0/4 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti in lieu of Existing causeway |
| 15 | Dismantling the existing Random Rubble Masonry in the existing Piped Causeway and 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 |
| 16 | Dismantling the existingCement Concrete in the existing causeway and 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.) |
| 17 | Earthwork excavation in all classes of soil exceptsoft disintegrated rock andhard rock not 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 our 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 DRESSING THE BED UP TO SILL LEVEL. |
| 18 | Earthwork excavation in Soft Disintegrated rock not requiring blastingexcept medium rock 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 baling our 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 ABUTMENTS, PIERS AND RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013) |
| 19 | Depth 0m to 2.0m |
| 20 | Depth 2.0m to 3.0m |
| 21 | Plain Cement Concrete of grade M10 Nominal Mix using 40mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013) |
| 22 | Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013) |
| 23 | VibratedCement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) |
| 24 | VibratedReinforced Cement Concrete of grade M30 design mixusing 20mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) |
| 25 | Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete. |
| 26 | VibratedReinforced Cement Concrete of grade M30 Design Mixusing20mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specficaton (Fifth Revision-2013) |
| 27 | Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix,using 20 ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013) |
| 28 | Vibrated Cement Concrete M15 grade, Nominal Mix using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCCPARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013) |
| 29 | Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB. |
| 30 | Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, andhire charges for tools and plants, compacting, curing with all leads for soft water, including allother incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton (Fifth Revision-2013) |
| 31 | Supply and fabrication of Fe-500DD steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire,provision of spacer bars, cover blocks and all other incidental charges , etc., complete. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013) |
| 32 | Supply and fabrication of Fe-500DD steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire,provision of spacer bars, cover blocks and all other incidental charges , etc., complete. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013) |
| 33 | Vibrated cement Concrete M30 design mixusing 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 remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013) |
| 34 | Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision) |
| 35 | Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014 |
| 36 | Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete(In Deck slab) |
| 37 | Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance 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 for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014 |
| 38 | Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materialsto worksite and labour charges for fixing,including backing aggregate for draining seepage water etc., (Weep hole) |
| 39 | Providing and fixing P.V.Cpipes of 160 mm dia of approved make with all Bends ,Elbows, Tee\"s..etc including all specials and adhesive for required lengths for drainage arrangement from the superstructure, including cost and conveyance of all materials to worksite,as per MORT&H specifications 2706 for Service Duct Pipe in Safety Kerb |
| 40 | Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface |
| 41 | Providing Approach road & Diversion road for Minor Bridge at km 0/4 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 42 | 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 vibratory soil compactor, 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 embankment / sub grade. CBR : 8, Compaction: 97% & Lead: 10 |
| 43 | 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 vibratory soil compactor, 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 embankment / sub grade. CBR : 8, Compaction: 95% & Lead: 10 |
| 44 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - Grading - V |
| 45 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401- Grading - III |
| 46 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, layingin uniform layers using pavers in SubBase/Base course on well prepared surface and compacting with vibratory soil compactor 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 |
| 47 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg 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 |
| 48 | Providing and laying Prime Coat over CRM/Gravel base using 9Kg 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 |
| 49 | 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 asper Clause 503 of MORTH Rev-5 |
| 50 | Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG 30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc.,including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 |
| 51 | Providing and laying Bituminous Concrete to 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 50.30kgs of VG 30 bitumen 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 requiredtemperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks topaver site, spreading the mix to uniform thickness of 40mm with mechanical paver to thespecified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to therequired density etc., including labour for attending to paver to site etc., including hire chargesand fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratoryroller 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 |
| 52 | Providing and laying of Gravel including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers for making up of low berms(Lead 5 Km) |
| 53 | Providing, laying, spreading and compacting graded stone aggregates for Crusher rum Macadam, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, layingin uniform layers using pavers in SubBase/Base course on well prepared surface and compacting with vibratory soil compactor 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 |
| 54 | Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using using 0.0162 cum of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm, 0.0729 cum of 5.60-2.80mm, 0.0405 cum of 2.80mm and below (Type B) graded HBG metal using 19kg of VG30 bitumen for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and and all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5 |
| 55 | Supply of NP 3 class& Hoisting andFixing RCC 1000 mm dia. pipessupplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipeas a finished workincluding all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmentalofficers etc., as per standard specification |
| 56 | Re-Construction of Culvert at Km 1/4 (i)(ii) of Dindigul Bangalore road to Seelakkampatti |
| 57 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. |
| 58 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. |
| 59 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW of Box Culvert and Wing wall. |
| 60 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Below sill level) |
| 61 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Above sill level) |
| 62 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for for Box culvert. |
| 63 | Supply and fabrication of steel Grade Fe-500D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification |
| 64 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications |
| 65 | Filling behind body walls with carted earthincluding cost and conveyance of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete |
| 66 | Providing and laying Tack Coat over Cement Concrete surface using 3.00Kg of Bitumen Emulsion(RS1) per 10sqm 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 |
| 67 | Providing and laying Bituminous Concrete to 50mm thick using 0.22cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the minrequired temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and crosssections and consolidatedby 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 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, 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. |
| 68 | Re-Construction of Culvert at Km 2/2, 2/8, 2/10 (i)(ii) of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 69 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. |
| 70 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. |
| 71 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW of Box Culvert and Wing wall. |
| 72 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Below sill level) |
| 73 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Above sill level) |
| 74 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for for Box culvert. |
| 75 | Supply and fabrication of steel Grade Fe-500D D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification |
| 76 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications |
| 77 | Filling behind body walls with carted earthincluding cost and conveyance of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete |
| 78 | Providing and laying Tack Coat over dry lean Cement Concrete surface using 3.00Kg of Bitumen Emulsion(RS1) per 10sqm 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 |
| 79 | Providing and laying Bituminous Concrete to 50mm thick using 0.22cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the minrequired temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and crosssections and consolidatedby 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 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, 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. |
| 80 | Re-Construction of Culvert at Km 3/2, 3/6, 3/8 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 81 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. |
| 82 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. |
| 83 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW of Box Culvert and Wing wall. |
| 84 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Below sill level) |
| 85 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Above sill level) |
| 86 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for for Box culvert. |
| 87 | Supply and fabrication of steel Grade Fe-550 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification |
| 88 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications |
| 89 | Filling behind body walls with carted earthincluding cost and conveyance of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete |
| 90 | Providing and laying Tack Coat over dry lean Cement Concrete surface using 3.00Kg of Bitumen Emulsion(RS1) per 10sqm 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 |
| 91 | Providing and laying Bituminous Concrete to 50mm thick using 0.22cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the minrequired temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and crosssections and consolidatedby 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 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, 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. |
| 92 | Re-Construction of Culvert at Km 4/2(i)(ii),4/6 & 4/8 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 93 | Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. |
| 94 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bankwith all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert and Wing wall. |
| 95 | Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW of Box Culvert and Wing wall. |
| 96 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Below sill level) |
| 97 | Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges forlaying,compacting, curing all incidental charges etc., complete for Wing wall and Parapet (Above sill level) |
| 98 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for for Box culvert. |
| 99 | Supply and fabrication of steel Grade Fe-550 D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification |
| 100 | Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications |
| 101 | Filling behind body walls with carted earthincluding cost and conveyance of all materials to worksite including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layers including all incidental charges etc., complete |
| 102 | Providing and laying Tack Coat over dry lean Cement Concrete surface using 3.00Kg of Bitumen Emulsion(RS1) per 10sqm 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 |
| 103 | Providing and laying Bituminous Concrete to 50mm thick using 0.22cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the minrequired temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and crosssections and consolidatedby 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 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, 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. |
| 104 | Construction of retaining wall at km 0/4 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 105 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation of Box Culvert & Retaining Wall. MORTH No. 111, 112, 304 |
| 106 | Cement Concrete 1:1.5:3 M20 grade mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Foundation. |
| 107 | Cement Concrete 1:1.5:3 M20 grade mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Below Sill. |
| 108 | Cement Concrete1:1.5:3 M20 grade mixusing 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Above Sill. |
| 109 | Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RETAINING WALLS |
| 110 | Filling behind the Retaining wall and Well protective wall with excavated earth including cost and conveyance to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete (Labour charges only) |
| 111 | Construction of retaining wall at km2/10, 3/2& 3/6 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 112 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation of Box Culvert & Retaining Wall. MORTH No. 111, 112, 304 |
| 113 | Cement Concrete 1:1.5:3 M20 grade mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Foundation. |
| 114 | Cement Concrete 1:1.5:3 M20 grade mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Below Sill. |
| 115 | Cement Concrete1:1.5:3 M20 grade mixusing 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Above Sill. |
| 116 | Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RETAINING WALLS |
| 117 | Filling behind the Retaining wall with excavated earth including cost and conveyance to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete (Labour charges only) |
| 118 | Construction of Well protective wall at km 2/8, 3/8 & 4/4 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 119 | 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 baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION OF Well Protective Wall . |
| 120 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site 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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF Well Protective Wall |
| 121 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site 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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for STEM AND BATTER PORTION of Well Protective Wall(Below Sill) |
| 122 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site 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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for STEM AND BATTER PORTION , PARAPET OF Well Protective Wall(Above Sill) |
| 123 | Refilling behind the Well Protective Wall using Foundation earth including cost and conveyance to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete(Labour Charges only) |
| 124 | Providing Road furnitures from km 0/0 - 4/980 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 125 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms, per sq.m area thickness of 2.50mm 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 MORTH specification No. 803) |
| 126 | Providingandfixingreflectiveroadstudsof‘categoryA’ Raisedpavementmarkersmadeout ofpolycarbonate/methylmethercrylate /ABSmouldedbodyconfirmingto ASTMD788and reflectivepanelswithmicroprismaticlenscapableofprovidingtotal internalreflectionofthe lightentering thelensfacewithretroreflectance andchromaticity valuesconforming to ASTMD4280.Thereflective raised pavement markers shallalsoconfirm totheMORTH circularNoRW/NH.33023/ 10/97-DO.IIIdt11.06.97. Theheight,widthandlengthshall notbelessthan15mm,90mmand100mmandwithminimumreflectivearea of13Sq.cm oneachsideandtheslopetothebaseshallbe35 +/ -5degree.Eachreflectorshall have aCIL notlessthanvaluesspecified inTable2ofsaidMORTHcircular. Thestrength of detachmentoftheintegratedcylindricalshanks,(ofdiameternotlessthan19+/ -2mmarid heightnotlessthan 30+/ - 2mm)fromthebodyistobe aminimumvalueof 500 Kgf.Fixing willbebydrillingholesontheroadfortheshankstogoinside, withoutnailsandusing epoxyresinbasedadhesiveaspermanufacturer’s recommendation andcompleteasdirected bytheengineer. Themarkershallsupportaloadof13635Kgtestedinaccordancewith ASTMD428Oandconfirming toIRC 35-2015guidelinesandMORT&Hspecification804 etc., complete |
| 127 | ProvidingandErectingofRetro-ReflectorisedHazardMarkerTrafficSignmadeoutofHigh IntensityPrismaticGradeSheetingconfirmingtoType-IVstandardsofIRC-67:2022and ASTMD4956—09, specificationandfixedover2mmthickAluminiumsheet fixedovera back supporting frame of25mmx25mmx3mmMildSteel angle andsupportedon amildsteel anglepost75X75X6mmand0.60mbelowgroundlevel.Thesignpostshouldbepaintedas perIRC67-2022andfirmlyfixedtothegroundbymeansofproperlydesignedfoundation withMISgradecementconcrete45cmX45cmX60cmsizeincludingcostandconveyanceof allmaterials,equipment, Machineryand labourwithallleadsand lifts,loadingcharges necessary for satisfactorycompletionof thework asdirectedby theengineer in charge. High intensityRetro-ReflectrosheetshallconsistofminimumcoefficientofRetro-reflectionas perTable6.6ofIRC67-2022.Theretro-reflectivesheetingshallbecoveredunder7year warrantyissuedforfieldperformanceandacertifiedcopyofthreeyearsoutdoorexposure report shall be obtained asperIRC 67:2022. (as per MORT&HSpecificationNo.801) |
| 128 | ProvidinganderectingofRetro-Reflector›sedCautionary,MandatoryandInformatorysigns (without definition) madeoutofHighIntensityPrismaticGradeSheetingconfirming toType-IVstandardsofIRC-67:2022andASTMD4956—09,specificationandfixedover 2mmthickAluminiumsheetfixedoverabacksupportingframeof25mmx25mmx3mmMild Steelangleandsupportedonamildsteelanglepost75X75X6mmwithaclearheightofnot lessthan2. 10mfromthegroundleveltothebottomofthesignboardand0.60mbelow groundlevel.ThesignpostshouldbepaintedasperIRC 67-2022andfirmlyfixedtothe groundbymeansof properlydesignedfoundationwithM15gradecementconcrete 45cmX45cmX60cmsizeincludingcostandconveyanceofallmaterials,equipment, Machinery andlabourwith all leads and lifts, loadingchargesnecessary forsatisfactory completionofthe workasdirectedbythe engineerin Charge. HighintensityRetro-Reflectro sheet shallconsist ofminimum coefficient ofRetro-reflectionas perTable6.6 ofIRC 67- 2022.Theretro-reflectivesheetingshallbecoveredunder7 3 earwarrantyissuedforfield performanceandacertifiedcopyofthreeyearsoutdoorexposurereportshallbeobtainedas per IRC67:2022.(asper MORT&HSpecificationNo.801) |
| 129 | 60 cm equilateraltriangle board |
| 130 | 60 cm Circular board |
| 131 | 90 cm Octogonal board |
| 132 | 60 cm x 45 cm Rectangular board |
| 133 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 67-2022 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 the engineerin- charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. 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 67:2022. Area upto 0.90 Sqm |
| 134 | Supplyingof Solar Power Blinker: Including SolarPanel 60Wp, Solar LED Blinker with300 MM DIA (LED-192 no\"s)– Red and Yellow, Charge Controller - 12V/5A, SMF 40AH / 12VBattery, Visible Distance - 1000 Meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole height 17’ feet. Civil Works:( Including Land Leveling, Cleaning and digging pits & concrete post grounding) Erection And Commissioning Work:Pole erection and leveling of pole, Testing and connection of batters, charger controller and solar panel wiring work |
| 135 | Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 700 mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge |
| 136 | Supplying and installation of delineators (road way indicators,hazardmarkersandobjectmarkers), 80-100cmhighabovegroundlevel,paintedat Unit 35 Each Basic Rate approved for the year 2025-2026 (w.e.f.22.07.2025) 480alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circularreflectorisedpanelsatthetop,buriedor pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806 |
| 137 | ProvidingfixingofRigidMedianMarkerdoublesided made of polycarbonate for impact resistance and good weatherability.Polycarbonateusedformoldingthe medianmarkershallhaveaminimumIzodimpact strength value of 600 J/m at room temperature. The impactstrengthofthepolycarbonateshouldnot decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming toTypeXIspecificationsasperASTMD4956.Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/ mesh/similarmechanismtopreventvandalismand sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification- over parapets |
| 138 | Supply and fixing of KM stone of standard design and drawing as per IRC :8-1980 (second revision), including painting and numbering etc., and all other incidental charges etc., complete. |
| 139 | Supply and fixing of HM stone of standard design and drawing as per IRC :26-1967 including painting and numbering etc., and all other incidental charges etc., complete. |
| 140 | Construction of drain at Km 2/2 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 141 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 forDrain |
| 142 | Vibrated Cement ConcreteM20 (NominalMix) 1:1.5:3 using20mm ISS size HBG gradedmetal of including cost and conveyance of all materials to 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 etc., complete forDrain Base |
| 143 | Vibrated Cement ConcreteM20 (NominalMix) 1:1.5:3 using20mm ISS size HBG gradedmetal of including cost and conveyance of all materials to 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 etc., complete forDrain Wall |
| 144 | Vibrated Reinforced Cement Concrete of grade M25 design mixusing 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat site but excludingcost and fabrication of steelincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Drain cover slab |
| 145 | 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 overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete |
| 146 | Providing and fixing of M.S.grating 300x200 mm size with M.S.Flats of 25x10mm of outer frames, 20x10 mm of inner braces with mild steel grating and fixing them in position |
| 147 | Supplying, fabricating and fixing in position factory made Stainless Steel Flush Door Shutter 35mm thick using SS 304 Grade 1.6 mm thick, Stainless Sheets on both sides (Equivalent to IS 6911-04 Cr. 19, Ni 9) minimum 8-8.5% nickel and 18% chromium sourced from original stainless steel manufacturer with view panel size 30mm x 45mm made up of 6mm thick clear toughened glass fitted with double side adhesive tape and finished with dowconing silicon sealant, floor spring for each shutter, consealed tower bolt, suitable stainless steel locking arrangement and other necessary furniture fittings of approved quality. The vertical styles and other frame members and cross stiffeners shall be of same quality stainless steel box section of suitable size and thickness with proper core material as prescribed by the Departmental Officers900mm x 900mm (5m intervel) |
| 148 | Construction of drain at km 2/4 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 149 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 forDrain |
| 150 | Vibrated Cement ConcreteM20 (NominalMix) 1:1.5:3 using20mm ISS size HBG gradedmetal of including cost and conveyance of all materials to 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 etc., complete forDrain Base |
| 151 | Vibrated Cement ConcreteM20 (NominalMix) 1:1.5:3 using20mm ISS size HBG gradedmetal of including cost and conveyance of all materials to 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 etc., complete forDrain Wall |
| 152 | Vibrated Reinforced Cement Concrete of grade M25 design mixusing 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat site but excludingcost and fabrication of steelincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Drain cover slab |
| 153 | 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 overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete |
| 154 | Providing and fixing of M.S.grating 300x200 mm size with M.S.Flats of 25x10mm of outer frames, 20x10 mm of inner braces with mild steel grating and fixing them in position |
| 155 | Supplying, fabricating and fixing in position factory made Stainless Steel Flush Door Shutter 35mm thick using SS 304 Grade 1.6 mm thick, Stainless Sheets on both sides (Equivalent to IS 6911-04 Cr. 19, Ni 9) minimum 8-8.5% nickel and 18% chromium sourced from original stainless steel manufacturer with view panel size 30mm x 45mm made up of 6mm thick clear toughened glass fitted with double side adhesive tape and finished with dowconing silicon sealant, floor spring for each shutter, consealed tower bolt, suitable stainless steel locking arrangement and other necessary furniture fittings of approved quality. The vertical styles and other frame members and cross stiffeners shall be of same quality stainless steel box section of suitable size and thickness with proper core material as prescribed by the Departmental Officers900mm x 900mm (5m intervel) |
| 156 | Construction of drain at Km 4/8 - Km 4/980 of Km 109/6 of Dindigul Bangalore road to Seelakkampatti |
| 157 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 forDrain |
| 158 | Vibrated Cement ConcreteM20 (NominalMix) 1:1.5:3 using20mm ISS size HBG gradedmetal of including cost and conveyance of all materials to 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 etc., complete forDrain Base |
| 159 | Vibrated Cement ConcreteM20 (NominalMix) 1:1.5:3 using20mm ISS size HBG gradedmetal of including cost and conveyance of all materials to 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 etc., complete forDrain Wall |
| 160 | Vibrated Reinforced Cement Concrete of grade M25 design mixusing 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cementat site but excludingcost and fabrication of steelincluding cost of formwork, soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Drain cover slab |
| 161 | Supply and fabrication of Fe-500DD 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 overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete |
| 162 | Providing and fixing of M.S.grating 300x200 mm size with M.S.Flats of 25x10mm of outer frames, 20x10 mm of inner braces with mild steel grating and fixing them in position |
| 163 | Supplying, fabricating and fixing in position factory made Stainless Steel Flush Door Shutter 35mm thick using SS 304 Grade 1.6 mm thick, Stainless Sheets on both sides (Equivalent to IS 6911-04 Cr. 19, Ni 9) minimum 8-8.5% nickel and 18% chromium sourced from original stainless steel manufacturer with view panel size 30mm x 45mm made up of 6mm thick clear toughened glass fitted with double side adhesive tape and finished with dowconing silicon sealant, floor spring for each shutter, consealed tower bolt, suitable stainless steel locking arrangement and other necessary furniture fittings of approved quality. The vertical styles and other frame members and cross stiffeners shall be of same quality stainless steel box section of suitable size and thickness with proper core material as prescribed by the Departmental Officers900mm x 900mm (5m intervel) |
| 164 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 165 | Sub Total Amount for above all items (excluding GST) |
| 166 | GST 18% for above SubTotal Amount |
| 167 | Total in Figures (SubTotal + GST) |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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