SOL ADB BR 07 Construction and 5 year maintenace of Submersible Bridge on road from Barshi to Kari District Border at Ch 13 445 Tal Barshi Dist Solapur

Amount

Bill No. 1 - Site Clearance, Dismantling and Earth Works

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 millimeter, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 meter including removal and disposal of top organic soil not exceeding 150 millimeter in thickness as per Technical Specification Clause 201.(A) In area of non-thorny jungle. as directed by Engineer in Charge.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure 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 m as per Technical Specification Clause 202. and as per direction of Engineer in Charge

Removing all types of Hume pipes and stacking within all lift and lead of 1000 meter including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B) Above 600 millimeter to 900 millimeter dia Hume Pipe as directed by Engineer in Charge.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lift and lead as per Technical Specification Clause 302.3 as directed by Engineer in Charge.

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cubic meter bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift up to 1.5 meter and lead up to 1000 meter, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5. as directed by Engineer in Charge.

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift up to 1.5 meter and lead up to 1000 meter, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5. as directed by Engineer in Charge.

Scarifying existing granular surface to a depth of 50 millimeter and disposal of scarified material with a lift up to 3 meter and leads up to 1000 meter as per Technical Specification Clause 301.4. as directed by Engineer in Charge.

Scarifying the existing bituminous road surface to a depth of 150 millimeter and disposal of scarified material with a lift up to 3 meter and lead up to 1000 m as per Technical Specification Clause 301.4. by Mechanical Means. as directed by Engineer in Charge.

Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 millimeter, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. as directed by Engineer in Charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 as directed by Engineer in Charge.

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (A) With lead up to 1000 m. as directed by Engineer in Charge.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead up to 1000 meter as per Technical Specification Clause 303.1. as directed by Engineer in Charge.

Pavement Works

Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (II)For Grading II Material. as directed by Engineer in Charge.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (B)By Mechanical Means. as directed by Engineer in Charge.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kilogram per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. as directed by Engineer in Charge.

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. (A)50 millimeter thick Bitumen (S-65) 60/70- VG-30. as directed by Engineer in Charge.

20mm thick Open-Graded Premix Carpet Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. (excluding seal coat) By Mechanical Means (I) Bitumen (S-65) VG-30 as direct by engineer in charge

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 B)By Mechanical Means Type A (Liquid Seal Coat) Bitumen (S-65) VG-30. as directed by Engineer in Charge.

Cross Drainage Works

Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 meter , dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I)Ordinary soil (ii) Up to 3 meter depth by mechanical means ( This item shall be used when total estimate quantity exceeds 100 cubic meter) as directed by Engineer in Charge.

Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50 meter, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as directed by Engineer in Charge. II. Ordinary rock (not requiring blasting) Up to 3 meter depth.

Excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal all lead, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as directed by Engineer in Charge. IV. Hard rock (blasting prohibited) Up to 3 meter depth including 1.5 meter depth in hard rock.

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foundation (A 1)For abutment (ii) for Medium Dewatering as directed by Engineer in Charge.

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foundation (A 2) For pier (ii) for Medium Dewatering . as directed by Engineer in Charge.

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (A) For open Foundation (A 3) For returns (ii) for Medium Dewatering as directed by Engineer in Charge.

Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 II) Plain cement concrete grade M 10. as directed by Engineer in Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 I) Plain cement concrete grade M 10 (i)Nominal mix 1:3:6. as directed by Engineer in Charge.

Providing and laying plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 ,For height up to 5 meter I) Plain cement concrete grade M 15 (i) Nominal mix (1:2.5:5). as directed by Engineer in Charge.

I) Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 millimeter dia Polyvinyl chloride pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Polyvinyl Chloride pipe 100 millimeter dia. as directed by Engineer in Charge.

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 millimeter with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8. as directed by Engineer in Charge.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203 V) Reinforced cement concrete grade M 30 and as directed by Engineer in Charge.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specificationClauses 802, 804, 805, 806, 807, 1202 ans 1204 I i) Reinforced Cement Concrete grade M 15. as directed by Engineer in Charge.

Providing and laying in situ/ ready mix controlled M-30 cement concrete of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete caps over piers and abutments including necessary scaffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer). with fine aggregates of required specifications (Natural sand/ VSI sand finely washed etc )

Providing and laying plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 IV) Reinforced Cement Concrete grade M 30 as directed by Engineer in Charge.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II) Reinforced Cement Concrete M 30. as directed by Engineer in Charge.

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3. as directed by Engineer in Charge.

Supplying, fitting and placing Thermo Mechanically Treated bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. as directed by Engineer in Charge.

Supplying, fitting and placing Thermo Mechanically Treated bar reinforcement (Fe 415) SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. as directed by Engineer in Charge.

Supplying, fitting, and placing Thermo Mechanically Treated bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202. as directed by Engineer in Charge.

Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR 2017-18). as directed by Engineer in Charge.

Expansion joint with 25 millimeter thick bituminous pad (Rate as per PWD CSR for 2017-18). as directed by Engineer in Charge.

Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. as directed by Engineer in Charge.

Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2. as directed by Engineer in Charge.

Laying reinforced cement concrete pipe Non Pressure2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (c) 800 millimeter dia. as directed by Engineer in Charge.

Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302 I) Stone/Boulder as directed by Engineer in Charge.

Filling annular space around footing in rock as per technical specification Clause 1203.4.3 in PCC M15

Traffic Sign, Road Safety & Furniture

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per Indian Road Congress:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703 200 meter Stone (precast). as directed by Engineer in Charge.

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per Indian Road Congress:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. as directed by Engineer in Charge.

Providing and fixing Semi reflective type typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 millimeter with 75 millimeter square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 centimeter size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 millimeter steel plate. All lettering and painting arrows border etc. will be painted with reflective engineering grade tape as per MORD specifications of required shade and color as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) as directed by Engineer in Charge.

Semi-Reflective Traffic signs Providing and erecting direction and place identifications of semi reflective sign boards as per Indian Road Congress:67 made of 2 millimeter thick M.S. Sheet duly stove enameled paint in white color in front and grey color on back with red reflective border of 70 millimeter width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and color. Supported and welded on 47 millimeter x 47millimeter of 12 SWG Square tube of 3050 millimeter height duly strengthened by 25 millimeter x 5 millimeter M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 millimeter x 450 millimeter x 600 millimeter, 600 millimeter below ground level as per approved drawing and Technical Specification Clause 1701. as directed by Engineer in Charge.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2 as directed by Engineer in Charge. ii) 600 millimeter equilateral triangle

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per Indian Road Congress:67 made of 1.5 millimeter thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 millimeter width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47millimeter x 47 millimeter x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 millimeter, 600 millimeter below ground level as per approved drawing Clause 1701.2.2 v) 600 millimeter x 450 millimeter rectangular. as directed by Engineer in Charge.

Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 millimeter thick corrugated sheet metal beam rail, 70 centimeter above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 millimeter spaced 2 meter centre to centre, 1.8 meter high, 1.1 meter below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to Indian Standard:1367 and Indian Standard:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 millimeter, 330 millimeter long complete as per clause 810) as directed by Engineer in Charge.

Printing new letter and figures of any shade with synthetic enamel paint black or any other approved color to give an even shade as per drawings and Technical Specification Clause 1701 ii) English and Roman Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 millimeter height, i.e., 1600 centimeter. as directed by Engineer in Charge.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 millimeter thick including reflectorizing glass beads @ 250 grams per square meter area, thickness of 2.5 millimeter is exclusive of surface applied glass beads as per Indian Road Congress:35 .The finished surface to be level, uniform and free from streaks and holes. Complete. as directed by Engineer in Charge.

Providing and Fixing of Retro Reflectorised 300 x 900 millimeter Hazard marked boards made out of aluminum sheet bonded with white retro reflective sheeting ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress:67-2012 Table No 8.3, supported with back support frame 25millimeter x 25millimeter x3millimeter , duly painted on back side with two coats of grey stove enamelpaint and supported on one no. mild steel angle iron post 75 millimeter x 75millimeter x 6 millimeter , 3.5 meter long firmly fixed to the ground by means ofproperly designed foundation with M25 grade cement concrete 45 cetimeterx 45 cetimeter x 60 cetimeter, 60 cetimeter below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cetimeter width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

M/s Bhagyashree Construction