Widening of Khambhat Golana Road. Km.8-2 to 25-60. (Widening up to 10.00 Mtr. width, Hard side shoulder, Cross Drainage Work and Miscellaneous work) - CRF Work-2017-18

Amount

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 depressions which occur durring the process using power roller 8T to 10T From borrow area with all lead & lift.

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 up to 50 m lead etc. complete.

Providing and laying 250 mm thick Coarse sand or granular material in widening portion ( CBR Not less than 15) in sub base of approved river sand with gradation as per detailed specification of a compacted thickness shown in cross section and including watering, spreading, labour charges and compacting with using contractors own vibratory roller to required dry density etc. completed as directed.

Providing and laying compacted 150 mm thick granular sub base in required layer by providing coarse graded materials Grading-I using B.T. M.C. Metal 53mm to 26.50mm @ 35% , aggregate 26.50 to 4.75mm @ 45% and Stone Dust @ 20% as per Table 400-2 of MORT&H gradation including conveying the materials at site of work, mixing & spreading in to grade and camber, watering & consolidating at OMC with vibratory roller including the cost of material, labours etc. complete.

Providing, Laying, spreading and compacting graded stone aggregates 250 mm compacted thick wet mix macadam [using B.T. M.C. aggregates - 22.4 to 53 mm (30%), 11.2 to 22.4 mm (20%), 2.36 to 11.2 mm (27.5%), Stone dust below 2.36 mm size (22.5%) - 1.32 times loose volume / Cmt. of compacted volume], as per MORT & H specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tippers to site, laying in uniform layers with paver / mortor grader in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying priming coat using Slow Setting Emulsion Asphalt at the rate of 7.5 kg. / 10 sq.m. on water bound macadam / W.M.M. surface including cleaning the surface etc. complete.

Providing & Laying 50.00 mm. B.M. with B.T. Aggregate as per MORT & H specification & asphalt for tack coat @ 2.50 Kg./ 10 Smt. With Mechanical Sprayer & Bitumin Grade 60-70 for mixing @ 34.00Kg /M.T. i.e. 3.40 % of total weight of mix of asphalt including heating the aggregate & ashpalt in continuous batching drum mix plant and spreading the same by paver finisher & consolidation with vibratory roller including providing all materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drum mix plant & paver finisher etc. complete.

Providing and laying 50 mm thick compacted D.B.M. with B.T. stone aggregates as per MORT & H gradation and specification with emulsion (RS-1) for tack coat @ 2.50 Kg. / 10 Sq.m. of road surface by Mechanical Sprayer & Bitumen Grade VG-30 for mixing at the rate 45.00 Kg. / M.T. by weight of total mix i.e. (4.50% of total weight of mix) including heating the asphalt VG-30 and aggregate by continuous batching of drum mix plant and spreading the same by paver finisher including rolling & consolidation with 10-12 tonnes vibratory and power roller & providing all materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc. and using contractor's own machinery drum mix plant & paver finisher etc. complete.

Providing and laying 30mm thick compacted Bitumen Concrete (B.C.) with B.T. stone aggregates as per MORT & H gradation and specification & Bitumen Grade VG-30 for mixing at the rate 55.00 Kg. / M.T. by weight of total mix i.e. (5.50% of total weight of mix) using Silane nano technology materials at the rate of of 0.10% of wieght of asphalt including heating the asphalt and aggregate by continuous batching of drum mix plant and spreading the same by paver finisher including rolling & consolidation with vibratory roller & flushing sand @ 0.30 Cu.m. / 100 Sq.m. including providing all materials equipments, tools & plants, fire wood, oil, kerosene, labour charges etc. complete using contractor's own machinery drum mix plant & paver finisher etc. complete.

Providing and laying 100mm thick compacted H.S.S. with Quarry Spall, including spreading, watering and consolidation by vibratory roller etc. complete.

Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds 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 color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/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 the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement Markers 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 13635 kgs. 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 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm 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 The color of the marker should be as per the IRC 35-2015 and as directed by Engineer-in-charge.

Solar Stud: Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro-amperes at 2.4 V in sleep-charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. 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 in charge+

Providing and fixing Guard stone as per I.R.C. type design including white washing etc. complete (ii) Fixing in C.C. 1:5:10

Providing and fixing Hectometre stone as per I.R.C. type design with fixing in C.C. 1:5:10 including painting lettering etc. complete.

Providing and fixing Ordinary Kilometre Stone of precast C.C. 1:2:4 including necessary reinforcement as per I.R.C. type design and fixing in C.C. 1:4:8 including letter and paints etc. complete (for N.H., S.H. and M.D.R.)

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

Route Marker sign :-Providing and fixing sign boards made out of 1.5mm aluminium sheet / 3mm ACP (Aluminum composite Panel); size 60x45 cm rectangular plus 30x25cm additional plate 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; 3.6 mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35x 35 x 3mm; 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 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

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810) includding two coat of Oil Paint of White / Yellow with Black Colour.

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

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 casted by vertically vibrated technology of following internal diameter. 900mm dia.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts including setting and joining the pipes in C.M. 1:2 watering and laying (To level of slops of I.S. 458 / 1971 Class NP4 of following internal diameter. (i) 300 mm dia.

Four (Two) Lane Ahead Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 120x120 cms. square plus 120x60 cm additional plate 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 mtr long stand post (2 Nos.) 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

STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 cms Octagone 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

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

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. (B) Diversion by cofferdam/Island

Excavation for foundation in sand, gravel clay, soft soil and murrum etc, including shoring, strutting and dewatering as necessary and disposing of the excavated stuff as directed. (A) Depth up to 3.0 m

Providing and filling in foundation with ordinary cement concrete M-150 mix and providing necessary vertical pin headers including formwork, vibrating, ramming and curing complete.

Providing & casting in situ ordinary cement concrete M200 for RCC raft and cut off walls including necessary shuttering laying vibrating, necessary shuttering laying vibrating ramming & curing complete.

Providing & casting in situ controlled cement concrete M-250 for RCC Box culvert including necessary shuttering laying, vibrating ramming & curing complete.

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.

Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified).

Providing and casting in-situ ordinary cement concrete M-200 for approach slab including formwork curing and finishing complete

Providing Epoxy Coating TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto all floor level

Providing PVC 100 mm diameter water spouts including necessary iron grating as per drawings. (SOR I 110.0.0 P 80)

Providing and laying weep hole in abutment and returning by using P.V.C. pipes of 100 mm. diameter including laying in proper grade and joining etc. complete as per detailed specification.

Providing and laying filter media 900 mm thick as directed at the back of abutments, returns and wing walls as per detailed specifications.(SOR I 5.A.0 P 61)

Providing 12mm thick premoulded asphalt filler joint as per drawing.

Providing and fixing marble slab including engraving and painting complete. (A) Size 75 CM x 60 CM x 40mm

Providing and laying 450 mm th. rubble & CC M150 for floor apron (each stone weighing not less than 40 Kg.) including packing and filling in the interstices with casting in situ ordinary cement concrete M-150 for with average 150 mm th. bed & 300 mm th rubble bed.

Providing and laying rubble for apron (each stone weighing not less than 40 Kg.) including hand packing and filling in the interstices with quarryspalls.

Dismentaling the existing structure including removing and stacking the dismentelled materials as and where directed. (A) R.C.C. work

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.

Painting two coats ( including priming coat) on new steel and other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface an even shade including cleanicn the surface of all dirt, dust and other foreign m

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

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

AFP (Aluminum Backed Flexible Prismatic): Providing and fixing Aluminum backed flexible prismatic sheeting , consisting of yellow/black colored flexible prismatic sheet with non-mettalic prismatic lens as retro reflective elements and confirming to ASTM D4946 Type VI specifications for reboundable retro reflective sheeting. This flexible prismatic sheeting shall be of 30cm width and laminated at the back with a 50 micron Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color in a continuous roll format. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with a Polychloroprene as base, viscosity of 200-450 cps and solid content of 20-30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retroreflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted as directed by Engineer-In-Charge.

Applying C.M. 1 : 3 with Gunniting process on RCC surface using air pressure 4.0 KG./cm2 including using potable water, coarse sand free from salinity in minimum thickness of 50 mm reinforcement R. C. C. surface (clear cover) including expanded metal jali 12 gauge with all machineries, equipment, strutting, stagging, scaffolding,jungle cutting etc. complete with all lead and lift (gunniting is to be carried out after fixing pipe nipple for grouting as directed.

Providing 25 cm thick R.C.C. jacketing to existing masonry work M-200 (1:1.1:2/3) (1 - cement : 1.1/2 Course sand : 3 graded stone aggregate of 12 mm to 20 mm size and curing including the cost of formwork and providing holes in masonry with necessary reinforcement etc. complete.

Providing and Fixing rebar of 8 mm to 32 mm diameter using chemical grout

Excavation for foundation up to 1.5 M Depth including sorting out and stacking of useful materials and disposing of the excavated stuff up to 50 meter lead (A) Loose or soft soil.

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (more than 10 ton)

Providing and casting in-situ ordinary cement concrete M 150 mix and providing necessary pin headers including, shuttering scaffolding, laying, vibrating, curing and finishing without V-grooves (A) Height from 0.0 to 5.00 mt.

Supplying & Filling around the pipes with Sand including dressing, tempering etc. complete.

Filling around the pipes with murrum including dressing, tempering & consolidation etc. complete

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP3 casted by vertically vibrated technology of following internal daimeters.(iv) 750mm dia. (more than 10 ton)

Providing 15 mm. thick cement plaster in single coat on brick/concrete wall for interior plastering upto floor two level finished even and smooth in cement mortar 1 : 3 (1 cement : 3 sand) including finishing with a floating coat of neat cement slurry. including three coat of white washing on wall surface.etc. complete

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Providing and casting in situ ordinary cement concrete M-150 for R.C.C. raft and cut off walls including necessary shuttering laying, vibrating, ramming and curing complete.

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

Note 1 All work shall be carried out as per public works Department Handbook and other specifications of Division or as directed.

Note 2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature.

Note 3 Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold good for work under all conditions, site, moisture, weather etc.

Note 4 To be Continued on additional sheets, if found necessary.

Note 5 The Labour Cess shall have to be deducted from payable bill as per prevailing Rules.

Note 6 For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH / 102008 / 61 / C, Dt. 03/05/2013 attached with tender papers.

Note 7 The contractor is totally responsible to bare all applicable taxes i.e. G.S.T. etc. & Department will not entertain any contractor representation to reimburse any financial burden due to applicable taxes, i.e. G.S.T. etc.

Note 8 Credit of Rs. 47776.10/- Shall be recovered from the payable 1st R.A. / F & F Bill towards cost of dismantle materials.

Shree Kankeshwari Enterprise

MADHURAM CONSTRUCTION CO

Girish J Patel