CRIDP 2026 - 2027

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, 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 (Morth No.111, 112, 401, 900)

Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V material (Morth No.111, 112, 401, 900)

Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III material (Morth No.111, 112, 401, 900)

Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform layers using pavers in Sub Base / 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 (Morth No. 111, 112, 406, 900)

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 502, 900)

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg 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 Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 503, 900)

Providing and laying Tack Coat over Existing BT surface using 2Kg 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 per Clause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)

Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 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 the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire 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 all other incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH rev-5 - Grade - I (Morth No. 111, 112, 501, 505, 900

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of (Morth No. 111, 112, 504, 900)

Providing and laying Bituminous Concrete to 40 mm thick using 0.13 cum of 19.00 9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs 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 the min 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 densityetc., 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 Gr II (Morth No. 111, 112, 501, 507,900)

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, 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. Formation of Embackment using Boxing earth For making up berms (Morth No.111, 112, 401, 900)

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all leads and lifts as per SS20B including 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 forming embankment using carted earth (Morth No.111, 112, 401, 900)

SUB ESTIMATE

Widening of Minor Bridge

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 ABUTMENTS & RETURN WALL. as per section 300 of MORT&H Specifications (Morth NO. 111, 112, 202)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Vibrated 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 minor bridge and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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 RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specficaton (Morth No.111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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 ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Morth No.111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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 DIRT WALL CUM BED BLOCK OVER ABUTMENTS as per Section 1500,1700 & 2200 of MORT&H Specficaton (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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. (Morth No. 111, 112, 304)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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 . as per Section 1500,1700 & 2300 of MORT&H Specficaton

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Vibrated Reinforced Cement concrete M40 grade (Design mix) Using ISS size hard granite metal broken graded 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 for RCC CRASH BARRIERS OVER DECK SLAB. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Vibrated Cement Concrete M20 grade, Nominal Mix using 40mm 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 (Morth No.111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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. (Morth No.111, 112, 1000, 1500, 1700, 2200, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Supply and fabrication of steel Grade Fe 500 D /550 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars 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. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Supply and fabrication of steel Grade Fe 240 required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars 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. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Vibrated reinforced cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. (Morth NO. 1000, 1500, 1600, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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) (Morth NO. 1000, 1500, 1600, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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 (Morth NO. 1000, 1500, 1600, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Filling behind Abutments and return wall using foundation earth 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. (Morth NO. 1000, 1500, 1600, 900) for using foundation earth

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

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 (Morth No. 2706, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Painting two coats with Ready mix plastic Emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface (Morth NO. 1000, 1500, 1600, 900)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing PCC) (Morth NO. 111, 112, 202)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC) (Morth NO. 111, 112, 202)

Widening of Minor Bridge at Km 5/8,

Widening of Minor Bridge at Km 5/10,

Widening of Minor Bridge at Km7/6

Box Culvert

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing PCC) (Morth NO. 111, 112, 202)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC) (Morth NO. 111, 112, 202)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

Earth work Excavation in all classes of soils except hard rock not 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, 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. (Morth No. 111, 112, 304)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Vibrated 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 Box Culvert and Wing wall.(Morth No.111, 112, 1000, 1500, 1700, 2200, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard 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 Box culvert. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Supply and fabrication of steel Grade Fe 500 D / Fe 550 D required for all RCC items of works involed in the schedule including cost of steel. cost of fabrication labour charges for cleaning bars 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. over blocks and all other incidental charges etc., complete as per standard specification(Morth NO. 1000, 1500, 1600, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

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 for laying, compacting, curing all incidental charges etc., complete for Wing wall and parapet (Morth No.111, 112, 1000, 1500, 1700, 2200, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Vibrated reinforced cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. (Morth No.111, 112, 1000, 1500, 1700, 2200, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Filling behind box culvert and return wall using foundation earth , 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. (Morth NO. 1000, 1500, 1600, 900) for using foundation earth

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

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 (Morth No. 2706, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V material (Morth No.111, 112, 401, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III material (Morth No.111, 112, 401, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform layers using pavers in Sub Base / 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 (Morth No. 111, 112, 406, 900)

3.00m x 2.00m x 2Cell Box Culvert Box culvert Km 0/2

2.00m x 2.00m Box Culvert Box culvert Km 2/2

2.00m x 2.00m Box Culvert Box culvert Km 6/10

1.50m x 1.50m Box Culvert at km 4/8

1.50m x 1.50m Box Culvert at km 5/2

1.50m x 1.50m Box Culvert at km 6/6

1.50m x 1.50m Box Culvert at km 7/8

1.50m x 1.50m Box Culvert at km 8/6

1.50m x 1.50m Box Culvert at km 9/4

WIDENING OF SLAB CULVERT

Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B 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 excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of box culvert (Morth No. 111, 112, 304)

Vibrated Cement concrete of grade M15 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for LEVELLING COURSE BELOW Footing under Abutments & Piers (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

Vibrated Cement concrete of grade M20 (Nominal mix) using 40mm ISS HBG granite metal including cost and conveyance of all materials to site including cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, worikingat depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for footings of abutment and wings - below sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost 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 etc., complete as per relevent standard specification or substructure of abutment and wings - above sill level (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS HBG 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 bed block and dirt wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

Supply and fixing of KRAFT paper for full width of seating of deckslab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete . (Morth No. 2600)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below 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 Deck slab. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

Vibrated Reinforced cement concrete of grade M40 (Design mix) using 20mm and below 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 Inner Crash Barrier

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 for laying, compacting, curing all incidental charges etc., complete for PCC Parapets (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

Vibrated cement concrete M15 (Nominal mix) 1:2:4 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 for laying, compacting, curing all incidental charges etc., complete for BASE COURSE BELOW APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

Vibrated reinforced cement concrete M30 Grade (Design mix) using HBG graded metal of 20mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for APPROACH SLAB. (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)

Supply and fabrication of STEEL grade Fe 500 D / Fe 550 D for all the reinforced cement concrete items of work involved in the shedule 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 drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification (Morth No. 1000, 1500, 1600, 900)

Supply of Steel Grade Fe 500 D / 550 D including cost of steel at site including fabrication chrages for cleaning the rods, straightening, cutting, bending, tying grills 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 for MILD STEEL

Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm and below hard broken 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 other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH SLAB (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2702, 900)

Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete (Morth No. 2705, 900)

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MoRT&H's (Roads Wing) specifications for Roads and Bridges " Fifth revision Cl.305-4.4, 309-3.2 and Clause 2504 complete.

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 (Morth NO. 1000, 1500, 1600, 900)

Filling behind Abutments and return wall using foundation earth 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. (Morth NO. 1000, 1500, 1600, 900) for using foundation earth

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 (Morth No. 2706, 900)

Painting two coats with Ready mix plastic Emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface (Morth NO. 1000, 1500, 1600, 900)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure RCC) (Morth NO. 111, 112, 202)

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing PCC) (Morth NO. 111, 112, 202)

Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V material (Morth No.111, 112, 401, 900)

Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III material (Morth No.111, 112, 401, 900)

Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform layers using pavers in Sub Base / 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 (Morth No. 111, 112, 406, 900)

Retaining Wall at Km1/2

Earth work excavation in all classes of soils, such as hard stiff clay, stiff black cotton, hard red earth, shale’s, murram, gravel, stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds, wherever necessary etc., complete as per standard specification for foundation of Retaining wall (Morth No. 111, 112, 301, 305, 900)

Vibrated Cement Concrete M-20 Grade 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 foundation of Retaining Wall. (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

Vibrated Cement Concrete M-20 Grade 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 stem of retaining wall (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

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 (Morth No. 2706, 900)

Road Furnitures

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads onBituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 (HW-W0089)

Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 (+/-) 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc.,complete (HW-W0090)

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: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm 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 engineer-in-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. (as per MoRT&H Specification No.801) 90 cm equilateral triangle

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic 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 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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 engineer-in-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. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular

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 25mmx25mmx3mm 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 engineer- incharge. 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. (as per MoRT&H Specification No.801) (for sign having area more than 0.9 sqm) (Type-IV) (HW-W0085)

Providing and fixing of Digitally Printed RetroReflectorized Overhead Gantry Informatory sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 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 3.20 mm 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 Retroreflection values against the values as mentioned inTable 6.9 of IRC 67 – 2022. 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 fieldperformance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (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. of size 12.00 m X 1.8 m

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 4 956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grillJ 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.

Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification. (HW-W0106)

CONSTRUCTION OF DRAIN AT KM 0/0 - 1/2 & Km 6/4 - 7/4

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as 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 DRAIN. (Morth No. 111, 112, 304)

Plain Cement Concrete M10 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 Levelling Course Below Drain

Vibrated Reinforced Cement Concrete M25 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc.,complete as per relevent standard specification for Drain as per MORTH No. 111,112,900,1000, 1500,1700,2200 for Below Sill Level for Base Slab

Vibrated Reinforced Cement Concrete of grade M25 DESIGN MIX using 20mm and below ISS size graded 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 Level (Morth No. 111, 112, 1000, 1500, 1600, 1700, 2300,900)

Supply of fabrication of Fe 500 D / Fe 550 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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

SUPPLY & FIXING OF MANHOLE 0.60m at 10m interval on the footpath 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 Drain.

Providing and fixing of M.S Gratings of 300x200mm size with M.S flats of 25x10 mm for inner braces with mild steel grating and fixing them in position .

Kerb Median [Semi Barrier Type]

Vibrated cement concrete M20 (Nominal mix) using 20mm 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 for laying, compacting, curing all incidental charges etc., complete for Kerb Median [Semi Barrier Type] (Morth No. 111, 112, 1000, 1500, 1700, 2200, 900)

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias 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 MORTH Specification. Refilling for Kerb Median [Semi Barrier Type] Center portion using cut earth

Junction Improvements

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, 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 (Morth No.111, 112, 401, 900)

Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- V material (Morth No.111, 112, 401, 900)

Constructionof granular sub-base by providing close gradedMaterial,mixing in a mechanical mix plant at OMC,carriageofmixedMaterial toworksite, spreading in uniform layers with motor rader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 - for grading- III material (Morth No.111, 112, 401, 900)

Providing, laying, reading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick,including premix in a the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper tosite,laying inuniform layers using pavers in Sub Base / 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 (Morth No. 111, 112, 406, 900)

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 502, 900)

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg 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 Clause 502 of MORTH Rev-5 (Morth No.111, 112, 501, 503, 900)

Providing and laying Tack Coat over Existing BT surface using 2Kg 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 per Clause 503 of MORTH Rev-5 (Morth No. 111, 112, 501, 503, 900)

Providing and laying Dense Bituminous Macadam (75mm thick) which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-I ) as per MORTH No. 111, 112, 505, 900

Bituminous Macadam grading II (Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev.V clause No.111, 112, 501, 504 & 900

Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00 9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs 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 the min 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 densityetc., 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 Gr II (Morth No. 111, 112, 501, 507,900)

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