MDU 176 / Dindigul CMRDP /CMRDP Work / Dindigul Division

Road Work

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification.

KM 12/4-16/0 (Strengthening)

Milling charges for cutting the BT Surface to 5 to7 cm depth using milling machine, conveying the miled waste materials to at least for 20 km distance including hire and running charges for the machine,conveyance charges,unloading at unobjectionable place, cleaning the miled surface as to avoid slippery including all other incidental and unforseen item etc.complete as per the direction of thr departmental officers.

KM 12/4-16/0 (Strengthening)

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification. a) Box cutting for widening portion

KM 10/4-17/4 (Widening)

Branch Roads km 10/4-18/0

Paver Block at km 15/4-15/6

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Providing compaction for berms using the box cutting earth including all hire and fuel charges for power roller for compaction,water sprinkler, including all labour charges for laying, spreading,watering etc. complete and as directed by the departmental engineers for making up low berms

KM 10/4-17/4 (Widening)

Carted Earth with an average lead of 2 km including cost and conveyance of earth including all hire and fuel charges for power roller for compaction,water sprinkler, including all labour charges for laying, spreading,watering etc. complete and as directed by the departmental engineers for making up low berms

KM 10/4-17/4 (Widening)

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material

KM 10/4-17/4 (Widening)

Branch Roads km 10/4-18/0

Paver Block at km15/4-15/6

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- III Material

KM 10/4-17/4 (Widening)

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Specification.

KM 10/4-17/4 (Widening)

Branch Roads km 10/4-18/0

Paver Block at km15/4-15/6

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Re-Construction of Box Culvert km13/4

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM

KM 10/4-17/4 (Widening)

Branch Roads km 10/4-18/0

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer

KM 10/4-17/4 (Widening)

Branch Roads km 10/4-18/0

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over bituminous surfaces

Branch Roads km 10/4-18/0

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Providing and Laying Dense Graded Bituminous Macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 4.0 to 4.5%(VG 40 GR) by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects. Grading II

KM 10/4-17/4 (Widening)

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs 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 temperatureusing Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site,spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc.,including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Branch Roads km 10/4-18/0

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 VG30 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 required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 using more than 5.00 of Paver finisher

Branch Roads km 10/4-18/0

Junction Improvements at km15/325 & Bus Lay Byes at km 17/450

Refilling with excavated earth other than crushed stone sand with an initial head load of 100 mts. and depositing the earth as shown by the departmental officers in layers of not more than 15 cm thick well rammed, watered and consolidated etc. complete complying with standard specification

center median km 10/4-18/0

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. as per MORTH Vth Revision Specification No. 111, 112, 2029 (PCC)

Widening of Box Culvert km 10/6 & 11/2

Re-Construction of Box Culvert km12/10

Re-Construction of Box Culvert km13/2

Re-Construction of Box Culvert km13/10

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. as per MORTH Vth Revision Specification No. 111, 112, 2029 (RR MASONRY)

Re-Construction of Box Culvert km13/4

Widening of Box Culvert km 11/6

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. as per MORTH Vth Revision Specification No. 111, 112, 2029 (RCC )

Widening of Box Culvert km 12/10

Re-Construction of Box Culvert km13/2

Re-Construction of Box Culvert km13/10

Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 ABUTMENT& Box culvert. as per section 300 of MORT&H Specifications (Fifth Revision -2013)

Widening of Box Culvert km 10/6 & 11/2

Widening of Box Culvert km 11/6

Re-Construction of Box Culvert km12/10

Re-Construction of Box Culvert km13/2

Re-Construction of Box Culvert km13/4

Re-Construction of Box Culvert km13/10

Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 Dressing the Bed up to Sill Level as per section 300 of MORT&H Specifications (Fifth Revision -2013)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 ABUTMENT & WING WALL as per section 300 of MORT&H Specifications (Fifth Revision -2013)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 ABUTMENT & WING WALL as per section 300 of MORT&H Specifications (Fifth Revision -2013)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

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

Drain km 15/4-15/6

Retaining wall km14/2,14/4

Retaining wall km14/6

Retaining wall km14/8

Retaining wall km14/10

Retaining wall km15/8

Retaining wall km17/6

Filling Behind Abutment with Stone Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for drain.

Re-Construction of Box Culvert km13/4

Retaining wall km14/2,14/4

Retaining wall km14/6

Retaining wall km14/8

Retaining wall km14/10

Retaining wall km15/8

Retaining wall km17/6

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Filling with good river sand/M.Sand to thick below the foundation concrete including cost and conveyance of all materials to siter from any approved sourses satisfying the standared and the specifications etc. complete.

Paver Block km15/4-15/6

Vibrated Cement Concrete M10 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specifications For Levelling course below Drain

Drain km15/4-15/6

Vibrated Reinforced Cement Concrete of M25 Grade (design mix) using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site, cost of formwork, soft water, labour charges for mixing, transporting, laying and curing of concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for DRAIN COVER SLAB AND WALL

Drain km 15/4-15/6

Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE BELOW CULVERT.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013)

Widening of Box Culvert km 10/6 & 11/2

Widening of Box Culvert km 11/6

Re-Construction of Box Culvert km12/10

Re-Construction of Box Culvert km13/2

Re-Construction of Box Culvert km13/4

Re-Construction of Box Culvert km13/10

Retaining wall km14/2,14/4

Retaining wall km14/6

Protective wall km14/8

Protective wall km14/10

Protective wall km15/8

Protective wall km17/6

Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for BELOW SILL LEVEL.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013)

Retaining wall km14/2,14/4

Retaining wall km14/6

Retaining wall km14/8

Retaining wall km14/10

Retaining wall km15/8

Retaining wall km17/6

Plain Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded 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 including all other incidental charges etc; complete as per relevant standard specifications, for ABOVE SILL LEVEL.Under footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013)

Retaining wall km14/2,14/4

Retaining wall km14/6

Retaining wall km14/8

Retaining wall km14/10

Retaining wall km15/8

Retaining wall km17/6

Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using 20 MM ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT

Widening of Box Culvert km 10/6 & 11/2

Widening of Box Culvert km 11/6

Re-Construction of Box Culvert km12/10

Re-Construction of Box Culvert km13/2

Re-Construction of Box Culvert km13/4

Re-Construction of Box Culvert km13/10

Plain Cement 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 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 including all other incidental charges etc; complete as per relevant standard specifications, for FOOTING ABUTMENT AND WING WALL FOR BELOW SILL footing as per 2100 of MORT&H Specficaton (Fifth Revision-2013)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

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 WING WALLS ABOVE SILL as per Section 1500,1700 & 2100 of MORT&H Specficaton (Fifth Revision-2013)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Vibrated Cement 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 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 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)

Widening of Box Culvert km 10/6 & 11/2

Widening of Box Culvert km 11/6

Re-Construction of Box Culvert km12/10

Re-Construction of Box Culvert km13/2

Re-Construction of Box Culvert km13/4

Re-Construction of Box Culvert km13/10

Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded 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 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)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

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.

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded 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 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)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 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 BARRIER as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Vibrated Cement Concrete M20 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 PCC PARAPETS OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specficaton (Fifth Revision-2013)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

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.

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 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, and 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 APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specficaton (Fifth Revision-2013)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

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)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

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

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

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)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

Retaining wall km14/2,14/4

Retaining wall km14/6

Retaining wall km14/8

Retaining wall km14/10

Retaining wall km15/8

Retaining wall km17/6

Widening of Box Culvert km 11/6

Vibrated Cement Concrete M30 Grade (Design mix) Using ISS size Graded hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete standard specification 1000,1500,1600,1700,2702 & 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB

Widening of Box Culvert km 10/6 & 11/2

Widening of Box Culvert km 11/6

Re-Construction of Box Culvert km12/10

Re-Construction of Box Culvert km13/2

Re-Construction of Box Culvert km13/4

Re-Construction of Box Culvert km13/10

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Supply and fabrication of Fe-500 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)

Widening of Box Culvert km 10/6 & 11/2

Widening of Box Culvert km 11/6

Re-Construction of Box Culvert km12/10

Re-Construction of Box Culvert km13/2

Re-Construction of Box Culvert km13/4

Re-Construction of Box Culvert km13/10

Widening Bridge at km14/8

Widening Bridge at km14/10

Widening Bridge at km15/8

Widening Bridge at km17/6

Drain km 15/4-15/6

Construction of cement concrete Centre Median Kerb with top and bottom width 150 and 165 mm respecively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid , foundation concrete laid manually, all complete as per clause 408.

KM 10/4-18/0( Center Median)

Supplying and laying wet mix vibro compacted M 30 grade heavy duty road paver interlocking blocks of 83mm thick with super embeded and skid texture design the international standard with zig zag design for higher interlocking capacity rate illusive of cost of materials transportation to the side from the factory including all labour charges for laying shifting compacting with power vibratory and all taxes etc., complete as per standard specfication.

Paver Block km15/4-15/6

Providing and Fixing of 160 mm PVC PIPES of required length for side wall including grading arrangements including cost and conveyance of all materials to work site and labour charges for fixing etc.complete to drain the back fill as per standered specification

Drain km15/4-15/6

Providing and fixing of FRP Gratings of 600*200mm size with M.S flats of 25*10mm for outer frames , 25*6mm for inner braces and pvc pipe 150mm dia fixed with mild steel gratings , includig cost and conveyance of pipes and gratings and fixing them in position at 5 m interval for Drain

Drain km15/4-15/6

Supply and Fixing of Rainforced Cement Concrete Man hole cover 750x750 mm with frames as directed by Departmental officers including Labour charges for fixing at every intervel along the drain including all other incidental charges etc.. Complete

Drain km15/4-15/6

Providing and laying of hot applied thermo plastic compound 2.5mm thick including reflectorising Glass beads at 250 Gms. Per Sqm area thickness of 2.5mm 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 MORT&H specification No.803)

Providing and fixing reflective road studs of 'Category A' Raised pavement markers made out of poly carbonate / methylmethecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity vlaues conforming to ASTM D4280. The feflective raised pavement markers shall also confirm to the MORTH circular NO: RW / NH. 33023 / 10 / 97-DO.III dt: 11.06.1997. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13wq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 +/-2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete.

Providing and erecting of Retro-Reflectorised Hazard marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting conforming to Type IV standerds of IRC-67;2012 and ASTM D4956-09,specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.60m below ground leval.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 45 cmx45cmx60cm size including cost and conveyance of all meterials, equipements, mechinary 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 outdoors exposure report shall be obtained as per IRC 67:2012 (As per MORT&H Specification no.801)

Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not 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 to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

Retro-Reflectorised Traffic Signs (Without deefinition Board)- Type - IV Providing and erecting of Retro-reflectorised cautionary, mandatory and informatory Signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm 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 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, eqipment, 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 - Relectro 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)

60cm (Equalateral Tryancular Board(HW-W0071)

60cm (With out defination Board(HW-W0072)

90 Cm Octagon (Without Definition Board)(HW-W0076)

60 X 45 Cm Chavaran (Without Definition Board)(HW -W0074)

Direction and Place Identification Signs - Type - IV Providing and erecting Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm 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 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, eqipment, 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 - Relectro 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)

Area more than 0.90sqm (HW-W0085)(Type-IV)

Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.

Supply and fixing of Kilometre 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.

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.

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