Strengthening and Widening of Bhavnagar koliyak hathab Sosiya Road and Construction of New C.D.Works.Km 8.000 to 14.600 and Km 20.400 to 33.700 From 5.50 to 7.0 m MAJOR BRIDGE ACROSS RIVER MALESHRI and SEA CREEK

Amount

Sub Heading 1

Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs, sapling and trees girth up to 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials to be used of auctioned up to 1000 meters including removal of top organic soil not exceeding 150 mm in thickness.By mechanical means in area of light jungle.

Carry out alignment survey work by total station including marking of centre line of the bridge and various other component structures, taking ground levels and details of existing structures within 40m from centre line, providing and fixing necessary reference pillars, establishing bench marks, establishing foundation layout on ground, including submission longitudinal section, cross section and report of survey work in three copies with soft copy in CD to Engineer-in-charge as directed.

Dismantling the existing structure including removing and stacking the dismantle led material for all lead as directed. by Engineer-in-Charge (a) RCC works

Dismantling the existing structure including removing and stacking the dismantle led material for all lead as directed. by Engineer-in-Charge (b) Pipe Below 900 dia.

Dismantling the existing structure including removing and stacking the dismantle led material for all lead as directed. by Engineer-in-Charge (c ) Masonry works

Dismantling the existing structure including removing and stacking the dismantle led material for all lead as directed. by Engineer-in-Charge(d) Pavement Bituminous of any thickness

Providing flood gauge marks on substructure as per design including painting complete.

Providing and laying filter media 600mm thick as directed at the back of abutments, returns walls, retaining wall, etc as per technical specifications.

Providing Weep holes in RCC abutment and retaining wall with 100 mm dia PVC pipe and non-corrodible grating and geotextile, extending through the full width of the structure with slope of 1V:20H etc. complete as per drawing and technical specification.

Providing and filling sand behind abutments and between returns in layers as directed.

Providing masonry steps with cement pointing on approaches on both ends as directed. (Width of steps = 900mm, Riser = 150mm, Tread = 300mm)

Diversion of water course, providing cofferdam and bund or island as may be necessary for foundation and maintaining the same for the period as may be necessary. Diversion by channel

Empty boring to the required depth (measured from bottom of pile cap to founding level) by means of hydraulic pilling rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of diameter as below, supported with the help of bentonite slurry including all required plant & machineries, disposal of excavated material with all leads & lifts, mobilisation demobilisation, remobilisation if required, transportation of required plant and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II. (a) Empty boring 1.0m Dia

Empty boring to the required depth (measured from bottom of pile cap to founding level) by means of hydraulic pilling rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of diameter as below, supported with the help of bentonite slurry including all required plant & machineries, disposal of excavated material with all leads & lifts, mobilisation demobilisation, remobilisation if required, transportation of required plant and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II.(b) Empty boring 1.2m Dia

Providing and laying controlled cement concrete M35 grade in RCC bored piles of diameter as below with 20mm down coarse aggregate of the required size for any depth including ramming, vibrating, curing, finishing, transportation of required plant and machineries, with all required plants & machineries, etc., all as per specifications and drawing. (Excluding reinforcement, initial pile load test, routing load test and M.S. Liners but including temporary liners if required.)

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for RCC pile including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, including forming the cage and lowering it in position, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Supplying, fabricating and placing in position MS liner made of 6 mm thick MS plate for initial length of cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying protective coating, etc. complete as per specification excluding temporary liner if provided. Depth of liner shall be decided by Engineer-in-charge as per site condition.

Providing and carry out Initial Pile load Test (Static Load Test) in presence of engineer in charge and submitting results / reports in duplicate as directed by engineer in charge. (Boring, concreting & reinforcement of pile shall be measured separately in respective items).

(a) 1.0 Dia. of Pile (350 MT Test Load)

(b) 1.2 Dia. of Pile (600 MT Test Load)

Providing and carry out Routine Pile load Test in presence of engineer in charge and submitting results / reports in duplicate as directed by engineer in charge. Load testing of foundation piles including loading with necessary kentledge or any other suitable method as directed.

(a) 1.0 Dia. of Pile (210 MT Test Load)

(b) 1.2 Dia. of Pile (360 MT Test Load)

Providing and carry out low strain integrity testing of pile in presence of engineer in charge and submitting results/reports in duplicate as directed by engineer in charge.

Excavation for Pile cap in sand, gravel, clay, soft soils, murrum, hard murrum, boulders, very stiff or sticky clays etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification. (a)Depth upto 3.0 m below GL

Excavation for Pile cap in sand, gravel, clay, soft soils, murrum, hard murrum, boulders, very stiff or sticky clays etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification. (b)Depth from 3.0 m to 6.0 m

Providing and filling in foundation with ordinary cement concrete M15 grade and providing necessary pin headeres including formwork, vibrating, ramming, compaction, leveling, curing, etc. complete.

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for Pile cap with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for RCC Pile cap of various components including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in piers, abutments, returns, etc with 20mm down coarse aggregate of the required size for heights mentioned below including, centering, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. (a)Height from 0 to 5m

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in piers, abutments, returns, etc with 20mm down coarse aggregate of the required size for heights mentioned below including, centering, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. (b)Height from 5 to 10m

Providing and casting in-situ controlled cement concrete M35 Grade for RCC work in Pier Cap, abutment Cap, dirt wall, etc with 20mm down coarse aggregate of the required size for heights mentioned below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. (a)For M30 Grade

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work in pier cap, abutment cap, dirt wall etc with 20mm down coarse aggregate of the required size for heights mentioned below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement(TMT Fe 500D grade) conforming to IS 1786 of all categories for piers, abutments, returns, etc including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement(TMT Fe 500D grade) conforming to IS 1786 of all categories for pier cap, abutment cap, dirt wall etc including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.(R&B SOR-2015-16, Item-27111, page-259)

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in super structure Solid Slab with 20mm down coarse aggregate of the required size including, centering, shuttering, scaffolding, ramming, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge complete as per specification.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in super structure Solid Slab with 20mm down coarse aggregate of the required size including, centering, shuttering, scaffolding, ramming, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge complete as per specification. (a)For Solid Slab

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for RCC super structure Solid Slab including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Proving and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer-in-charge

Providing and laying TAR paper below solid slab

Providing and casting in-situ controlled cement concrete of M30 grade for RCC Pedestal for W - metal Beam crash barrier with 20mm down coarse aggregate of the required size including formwork, shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification

Providing and erecting a "W" metal beam crash barrier for Bridge Portion & retaining wall comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 1.5m centre-to-centre, 1.1m high, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 800mm long complete as per specification.

Providing and fixing in position Mild steel dowel bars in pier caps or abutment caps for anchorage in fixed end as per detailed drawings including cutting, bending and welding complete.

Providing and fixing in position Mild steel dowel bars in pier caps or abutments caps for anchorage in free end as per detailed drawing including cutting, bending and welding complete.

Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 20mm down coarse aggregate of the required size including formwork, placing in position, consolidating with mechanical vibrators, curing, finishing, etc. complete.

Providing and casting in-situ controlled cement concrete of M30 grade for 100 mm thick wearing coat laid as directed with 20mm down coarse aggregate of the required size including formwork, placing in position, temping vibrating, curing, finishing and filling in joints with bitumen etc. complete.

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for approach slab, wearing coat, Pedestal etc including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Providing P.V.C.100mm diameter waterspouts including necessary irongratings as per drawing

Providing and fixing marble slab including engraving letters / numbers, painting complete. Size 75cm x 60cm x 4cm

Providing Vertical Joints between retaining walls, abutments, etc. with G.I. sheet 300 mm wide & 1.5 mm thick with required holes and holding arrangement & with necessary asphalt pad sealing the joint with filler material.(Refer rate analysis-18)

Extra rate for poviding anti-corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating (FBEC) over and above rate of providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) for respective items. (a) For 20mm to 32mm dia bar

Extra rate for poviding anti-corrosive treatment to TMT reinforcement with Fusion Bonded Epoxy Coating (FBEC) over and above rate of providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) for respective items. (b)For upto 16mm dia bar

Extra rate for providing PVC coated 18 Gauge binding wires inplace of black anealed binding wire.over and above rate of providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) of respective items.

Earth work for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification. (e)From borrow pits within 3.0 km lead

Earth work for embankment for SUBGRADE with CBR 7 % including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification.

Box cutting the road surface to proper slope and chamber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50m lead.

Construction of Granular Sub Base (GSB) by providing coarse graded material of grading-II, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH specification.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tripper 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.

Providing and applying PRIMER COAT with bitumen emulsion using emulsion pressure distributor at the rate of 0.75 kg/sqm on prepared surface of granular base including clearing of road surface using mechanical brooms.

Providing & laying DENSE GRADED BITUMINOUS MACADAM with batch type Drum Mix Plant (DMP) using crushed aggregates of specified grading, premix with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, including providing & applying of tack coat @ 0.25 kg/sq.m., all as per MORTH specification.

Providing & laying BITUMINOUS CONCRETE with batch type Drum Mix Plant (DMP) using crushed aggregates of specified grading, premix with bituminous binder @ 5.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, all as per MORTH specification.

Empty boring to the required depth (measured from bottom of pile cap or below river bed level whichever is lower to founding level) by means of hydraulic pilling rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of diameter as below, supported with the help of bentonite slurry including all required plant & machineries, disposal of excavated material with all leads & lifts, mobilisation demobilisation, remobilisation if required, transportation of required plant and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II. (a)Empty boring 1.0m Dia

Providing and laying controlled cement concrete M35 Grade in RCC bored piles of diameter as below with trimie with 20mm down coarse aggregate of the required size for any depth including, transportation of required plant and machineries, with all required plants & machineries, & chipping of pile up to cut off level, disposal of chipped material with all leads & lifts, etc, all as per specifications and drawing. (Excluding reinforcement, initial pile load test, routing load test and M.S. Liners but including temporary liners if required.) (a) For M35 Grade

Excavation for foundations for Retaining wall in sand, gravel, clay, soft soils, murrum, hard murrum, boulders, very stiff or sticky clays, soft rock, etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification.Depth upto 3.0 m below GL.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for Footing of Retaining wall etc with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC Retaining wall etc with 20mm down coarse aggregate of the required size for heights mentioned below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.Height from 0 to 5m.

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement(TMT Fe 500D grade) conforming to IS 1786 of all categories for Retaining wall Footing & Retaining wall etc including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Supplying, fabricating and placing in position MS liner made of 6mm thick MS plate for initial length of cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying protective coating, etc. complete as per specification excluding temporary liner if provided. Depth of liner shall be decided by Engineer-in-charge as per site condition.

Excavation for Pile cap in sand, gravel, clay, soft soils, murrum, hard murrum, boulders, very stiff or sticky clays, soft rock, etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification. (a)Depth upto 3.0 m below GL

Providing and laying filter material 50mm underneath stone pitching with specified gradation of material with all lead and lift.

Providing and laying dry stone pitching of 230mm thick on slopes including hand packing, filling joints as directed by engineer in charge for all lead and lift.

Excavation for toe wall, Channel post, Kerb behind post etc, in sand, gravel, clay, soft soils, murrum, soft rock, etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for all lead, back filling the excavated pit by approved excavated material etc. complete as per specification.

Providing and filling in foundation with for Retaining wall, Channel post, Kerb behind post etc of ordinary cement concrete M15 grade and providing necessary pin headers including formwork, vibrating, ramming, compaction, leveling, curing, etc. complete.

Providing and casting in-situ controlled cement concrete of M35 grade for RCC work for Pile cap beam with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.

Providing and casting in-situ controlled cement concrete of M20 grade for Toe wall, Chute drain with 20mm down coarse aggregate of the required size including formwork, shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC railing post with 20mm down coarse aggregate of the required size including formwork, shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for RCC channel post etc including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Providing and casting in-situ controlled cement concrete of M30 grade for RCC Retaining wall with 20mm down coarse aggregate of the required size for heights mentioned below including, centering, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. (a) Height from 0 to 5m

Providing and casting in-situ controlled cement concrete of M30 grade for RCC Retaining wall with 20mm down coarse aggregate of the required size for heights mentioned below including, centering, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. (b) Height from 5 to 10m

Providing and placing in position High Yield Strength Deformed (HYSD) bars reinforcement (TMT Fe 500D grade) conforming to IS 1786 of all categories for RCC Retaining wall, railing post, etc. including cutting, bending, hooking and tying with 18 gauge mild steel binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing.

Providing and erecting a "W" metal beam crash barrier for Approach comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 1.5m centre-to-centre, 1.6m high, 0.5m in pedestal, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 800mm long complete as per specification. (Excluding Concrete Pedestal & Reinforcement)

Earth work for embankment including breaking of clods, dressing with all lead and lift (excluding watering and consolidation ) from borrow area within All Lead & Lift.

Construction of 200 mm thick compacted granular sub base ( Grade-I , Crushed B T materials of 53 mm to 26.5 mm @ 35 %, 26.5 mm to 4.75 mm @ 45 %, Below 2.36 mm @ 20 % ) by providing close graded matrial , mixing in a machanical mix plant at OMC, carriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve desire density , complete clause as per 401.

Construction of 200 mm thick compacted granular sub base ( Grade-III , Crushed B T materials of 9.5 mm to 4.75 mm @ 35 %, 4.75 mm to 2.36 mm @ 12.5 %, Below 2.36 mm @ 52.5 % ) by providing close graded matrial , mixing in a machanical mix plant at OMC, carriage of a mix material to work site, spreading uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve desire density , complete clause as per 401.

Providing and laying evenly priming coat using low viscocity liquid bituminious emulsion ( SS-1 )of IS 8887 materials at the rate of 7.5 Kg / 10 Sq.M. on road surface using emulsion pressure sprayer etc complete including the cost of all labour and materials

Providing and laying 25 mm thick Semi dense Bituminous Concrete using B.T. Chips as per required gradation by drum mix hot laid process using Zycosile Silane Nanotechnology Modified Bitumen at the rate of 0.1% Asphalt and asphalt of grade (VG-30) for mixing 5 % by total weight of premix. including heating the asphalt and aggregates by Contractor's own contineous drum mix plant & Machinery, transporting the mix and spreading the same with paver finisher and consolidation with power roller of 8 to 10 T including providing and laying uniformly tack coat, oprating plant & Machinery equipment including cost of all materials asphalt, aggregates, fuel, oil, lubricants, labour charges and flushing of stone dust etc... complete.

Providing and laying Compacted 100 mm thick of Specified quarry Spall in side shoulder including carraige of material and spreading on prepared base including compacting as per MOST Specification etc... complete.

Supplying and fixing reinforced concrete heavy duty non pressure pies (NP-3) with collars for culverts including setting and joining the pipe in CM 1:2 watering and laying (to level or slope) of IS class NP-III of following internal diameter 900 mm (more than 10 ton).

Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms. Dia Circle as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting.

Place Identification Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 150x90 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr (2 Nos.) long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Hazard Marker Sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Men at work (2' x 2') sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60cmx60cm as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50x50x5mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

Diversion Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x60 cms. rectangular as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ; reflectorised with High Intensity Prismatic Grade retro refiectivesheeting of Type-4 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.) of Iron Angle 50 x 50 x 5mm / 50NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg including excavation, curing etc.complete under the supervision of engineer in charge. A warranty for 7 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (B) Class-B Type-4 Retro Reflective sheeting

jaydeep construction co