Widening and Strengthening of Porbandar Aditiyana Ranavav Road Km.0.00 to 17.300 From 7 Mt to 10 Mt SH95 Dist Porbandar (Job No. CRF-GJ-2018-19/47)

Amount

Clearing and grubbing road land including uprooting rank vegetation grass bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials (C) By mechanical means in area of light jungle

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto all lead and lift

Earthwork 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 depression which occur during the process using power roller 8T to 10T. (E) From Borrow area within all lead and lift

Rolling and watering of earth work in layers with vibratory roller 80 to 100 KN static weight including filling in depressions which occur during the process as directed

Supplying, stacking, spreading, rolling and watering coarse clean sharp sand as directed for capping layer in widening portion as directed with all Leadand lift.

Providing and laying sub-base required by providing course graded material grading -I 300 mm thick in two layer using BTMC metal 53mm to 26.5mm @ 35% agg., 26.5mm to 4.75mm @ 45% & stone dust @ 20% (CBR not less than 30% )as per tabel 400-2 of MORT & H Gradation including conveying the materials at the site of work , mixing and spreading in to grade and camber,watering and consolidation at OMC with vibratory roller incl. the cost of materials labours etc complete.

Providing and laying compacted WBM 150 mm thick in one layers each 75 mm thick Grade-II of machine crushed BT metal of size 45 mm to 63 mm in layers including 13 % stone screening using 13.2 mm size and 7 % stone dust as filler including spreading watering and consolidation by vibratory roller as per MORT & H specification etc. comp.

Providing & Laying, Spreading compacting graded stone aggregate to Wet Mix Mecadam 100 mm thick in one layers as per MORT & H and specification including premixing the material with Water at OMC. In mechenical mix plant carraige of mix material by tippers to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with Vibratory roller to active the desire Density

Providing and Applying Priming Tackcoat with Bitumen Emulsion SS-1 on preapred surface of granular base coarse including clearing the surface and spraying priming coat at the rate of 0.75 Kg/Sqm Using mechanical means mechanically mix (pug mill) carriage of mix material by contractors own tipper to site of work incl. laying, spreading and compecting in sub base, base course on well prepared under base of compecting as per MOST specification to achive the desired density (Mechanically laid)

Providing and laying 50 mm D.B.M. with B.T.Aggregate as per MORT&H specification with Mechanical Sprayer & Bitumen VG-30 Grade for mixing @ 45.00 Kg./MT. ie. 4.5 % by total weight of mix including tackcoat of emulsion @ 2.50 Kg./10 Sq.M. and including heating and mixing the aggregate asphalt in continuous batch mix plant and transporting to site and spreading the same by sensor paver finisher & consolidation with vibratory roller including providing all materials equipments, tools & plant, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery batch mix plant & sensor paver finisher etc. complete

Providing and laying 30 mm thick Bituminous concrete on existing bituminous surface and using specification graded machine crushed with 5.50 % bitumen VG-30 grade by Wt. of total mix as per specification MORTH including mixing of asphalt with B.T. chips in continuous batch mix plant transporting same as by paver finisher and consolidation the same with pair of 8 tonnes to 10 tonnes vibratory roller to achieve desire density and including VG-30 grade bitumen, cost of emulsion, cost of required tools, plants, all machineries, equipment fire wood , oil, kerosene, charges etc. complete

Providing and Laying Asphalt Painting of B.T. Surface with Bitumen VG-30 at the rate of 5.00 Kg / 10 Sqmt by mechanical Spreayer and Spreading Stone dust on Painting surface at the rage of 0.03 cum / 10 Sqmt and rolling with PTR roller and brushing etc complete.

Supplying, stacking, spreading, rolling and watering hard murrum as directed for side shoulder as directed with all lead and lift.

Providing and Laying 50 mm compacted Bitumenous Macadam for prorfile correction using black crushed stone aggregate and filler materials as per gradation of M.O.R.T. Specification including using catonic rapid setting emulsion per tack coat at the rate 2.50 Kg/ 10 Sqmt by Machanical sprayer and bitumen of VG-30 Grade for mixing at the rate of 34.00 Kg/MT (i.e. 3.4%) by weight of total mix and mixing the aggregate and bitumen by continous batching drum mix plant and spreading the same by paver finisher and consolidation by vibratory roller including cost of all materials fuel, labours, tools and plants using contractor's own machinaries etc complete

Excavation for foundation in sand, gravel, clay soft soils and murrum etc. including shoring, strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0 M. and lead upto 100m for 10 Cum

Excavation for foundation in hard murrum and boulders and very stiff or sticky, clays and other similar strata including shoring and strutting and dewatering as necessary and disposing of the excavated stuff as directed .

Excavation in large boulders and soft rock by welding including shoring, strutting and dewatering as necessary and disposing of the excavated stuff as directed.

Excavation in hard rock by dry-wet blasting and chiselling including dewatering and chiselling including dewatering preparing foundation base by proper benching and stepping and disposing of the excavated stuff as directed. (B) Blasting Prohibited

Providing and filling in foundation with ordinary Cement concrete M-100 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

Providing & casting in situ controlled cement concrete M-200 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-grooves.(A) Height from 0.0 M. to 5.0 M.

Providing and placing in position C.R.S. (Fe-500 D) bar reinforcement for following items including cutting bending hooking and tying complete as per detailed drawing.For well :- curb, staining, cap and RCC Raft., (A) Piers (B) Abutments (C) R.C.C. Returns, (A) Solid Slab., (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat., For well :- curb, staining, cap and RCC Raft. , (A) Piers (B) Abutments (C) R.C.C. Returns, (A) Solid Slab, (A) R.C.C. Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat, (A) Piers (B) Abutments (C) R.C.C. Returns

Providing and casting in situ controlled cement concrete M – 250 mix for R.C.C. works in pier cap, abutment cap, and dirt wall including controlled cement concrete M – 300 bed blocks or pedestals of required size below bearings as per detailed drawing, centering, shuttering, scaffolding, wherever necessary, laying vibrating, curing and finishing complete.

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

Providing and casting in situ controlled cement concrete M-300 for R.C.C. solid slab including centering, scaffolding curing and finishing complete.

Providing 12 mm. thick pre – moulded asphalt filler joints as per drawings.

Providing and casting in situ controlled cement concrete M-300 for average 75 mm thick wearing coat laid as directed including tamping, vibrating, finishing, curing and filling in joints with bitumen complete.

Providing and casting in situ controlled cement concrete concrete M-300 for approach slab including formwork curing and finishing complete.

Providing parapet of controlled cement concrete M-200 as per detailed drawings with necessary reainforcement including, shuttering, laying vibrating and finishing to line and level complete.(ii) Cast in situ.

Providing and laying filter media 600 mm. thick as directed at the back of abutment return & wing wall as per detailed specification.

Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of 100mm including laying in proper grede and jointing the completed as per detailed specification.

Providing G.I. 100mm diameter water spouts including necessary iron gratings as per drawings.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering.

Providing masonry steps with Cement Pointing on approaches as directed.

Providing and casting in situ controlled cement concrete M-200 for Kerbs / Kerb blocks including formwork, curing and finishing complete.

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

Providing and filling trenches of excavation in rocky strata with ordinary cement concrete M-150.

Providing and fixing TMT dowel bars of minimum 32mm dia. for anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed.

Excavation for foundation upto all depth including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 meter lead. (B) Dense or Hard Soil

Excavation for foundation upto all depth including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 meter lead. (C) Hard murrum

Excavation for foundation upto all depth including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 meter lead. (D) soft rock not requiring blasting

Providing and laying rubble for appron (each stone weighting not less than 40Kg.) including and packing and filing in the interestices with quarry-spalls.

Providing and filling in foundation with ordinary cement concrete M – 150 mix and providing necessary vertical pin headers including form work, vibrating, ramming and curing complete

Providing and Casting in situ controlled Cement Concrete M-250 for R.C.C. Raft and cutt-off walls including necessary shuttering laying, vibrating, ramming and curing complete.

Providing & casting in situ controlled cement concrete M-250 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M. (1) Piers (2) Abutment (3) RCC return

Providing and casting in situ controlled cement concrete M-250 for R.C.C. solid slab including centering, scaffolding curing and finishing complete.

Providing & casting in situ ordinary cement concrete M-150 mix and providing necessary pin headers including shuttering, scaffolding, laying, vibrating, curing and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M.

Providing and casting in situ controlled cement concrete M-250 for average 75 mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, curing and fillingin joints with bitumen complete

Construction of concrete road using tremix system with 20 cm thick controlled C.C. M-250 concrete mixing conplast P-211 water reduction admixture @ 100 mlo/bag of cement and hardner 62.50 ml/bag using fixing and removing 'C' channels of required road depth levelling if placed concrete with surface vibrator, finishing the surface with power floter and towel tight brooming as directed with providing expansion joints 20 X 200 mm and construction joints 20 X 20 mm using concrete cutter machine etc. complete.

Conveyance of excavated earth / unsuiable material available from box cutting / scarifying the existing road surface etc. up to 1.0 km. lead including loading, unloading the material on road side as and where directed.

Earthwork for embankment including breaking clods, dressing with all lead and lift (Excluding rolling & watering) (E) From borrow area with all lead and lift having CBR not less than 6.00

Providing and laying 150 mm thick Ganular Sub base by providing coarse graded material grading - II using B.T. M.C. metal crushed stone aggregates 26.5 mm to 4.75 mm @ 75% and below 2.36 mm @ 25% having CBR not less than 25% as per table 400-2 of MORTH gradation including levelling the material at site of work, mixing and spreading into grade and camber, watering and consolidation at O.M.C. with vibratory roller including cost of material, labour etc. complete.

Providing and Applying Priming Tackcoat with Bitumen Emulsion on preapred surface of granular base coarse including clearing the surface and spraying priming coat at the rate of 0.75 Kg/Sqm Using mechanical means mechanically mix (pug mill) carriage of mix material by contractors own tipper to site of work incl. laying, spreading and compecting in sub base, base course on well prepared under base of compecting as per MOST specification to achive the desired density (Mechanically laid)

Providing and laying 20 mm thick mix seal surfacing using stone chipping and aggregate as per MORT&H specification and asphalt grade VG-30 for mixing at the rate of 5.09% of total mix including heating the aggregate and asphalt in drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, keroscene, firewood, labour charges etc. complete.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for cuilverts carrying heavy traffic as per IS 458 1971 specifications including setting the pipes in C.M. 1 :2 watering and laying (to level or slopes) of class NP 3 of following internal diameters. (III) 600 mm dia with all lead and lift.

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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.1 mtr long stand post (2 Nos.) of 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 foreach board shall be as per theinstruction 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 10 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. (A) Class-C Type-11 Retro Reflective sheeting

Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cement Mortar.

Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter and paints etc. complete (For NH, SH and MDR)

Providing and fixing 5th Kilometer stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including painting,lettering etc. complete (For N.H., S.H. and M.D.R.)

Providing and fixing Hectometer of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design including painting, lettering etc. complete. (II) Fixing in C.C. 1:5:10

Providing and fixing guard stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design including white washing etc. complete. (I) Fixing in Earth

Providing and fixing indicator stone of approved stone as per I.R.C. type design in C.C. 1:4:8 including white washing etc. complete.(i) Fixing in Earth

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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of 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 foreach board shall be as per theinstruction 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 10 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. (A) Class-C Type-11 Retro Reflective sheeting

Direction (Junction) Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 244x122 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction 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 10 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. (A) Class-C Type-11 Retro Reflective sheeting

Village Name Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90x60 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 Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post of 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 or inscription/letters / 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 10 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. (A) Class-C Type-11 Retro Reflective sheeting

Chevron sign board:- Providing and fixing sign board made out of 1.5mm alluminium sheet/ 3mm ACP(Alluminium composte panel) size 60x50cm 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 Micro Prismatic Grade retro refiective sheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bes tquality 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 10 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. (A) Class-C Type-11 Retro Reflective sheeting

Road marking with Hot Applied Thermo Plastic compound with Reflectorising Glass Bend on Bituminous surface. Providing and laying of hot appllied thermo plastic compound 2.5mm thick including reflectorising glass beads @ 250 gms. per Sqmt. area thickness of 2.5mm 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. zebra patta/bump patta lane/center line/ edge line/ cut patta. The white colour marking should provide liminance coefficinet on cement road shall be min 130mcd/m2/lux and ashphalt road shall be min 100mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in section-15 of IRC 35-2015,(Warrenty for retro reflectivity shall be two years).

Type -A, "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm sapaced 2mt. center to center, 1.8m high, 1.1m below ground / road level, 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 spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause810).

Cat eye/ Road stud/ RPM: Supplying of Molded Twin Shanks raised pavment marker made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635kgs tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORTH Circular No RW/NH/33023/10-97- DO III, Dt. 11.06.1997. The height, width and length shall not exceed 20mm, 130mm and 130mm and with min. reflective area of 13Sqcm on each side and the slope to the base shall be 35+/-5mm degree. The strength of detachment of hte integrated cylindrical shanks, (Of dia. not less than 19+/-2mm and height not less than 30+/2mm) from the body is to be a minimum value of 500kfg fixing will be drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's recommandations and the colour of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

Total Quoted:

Total Rebate If Any(In Percentage):

AJAY PROTECH PVT.LTD

AMBICA CONSTRUCTION CO.