ADB-(II)-AMR-BR-08

Amount

Construction of bridge on SH-303 to Bramhanwada Pathak Hirapur Nanori road , km 1/600 Tq. Chandur Bazar Dist. - Amravati

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

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. ( Rate as per S.O.R. It No. 2.2 (II) A ) Page No -----

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 ( Rate as per S.O.R. It No. 2.5 II ( A ) Page No -----

Dismantling of existing 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 ( Rate as per SOR. It No. 2.7 II B ) Page No.------

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. [RATE AS PER S.O.R. Item No. 3.5 ( ii ) Page No-----

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 [RATE AS PER S.O.R. Item No. 3.3 Page no -----

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 [RATE AS PER S.O.R. Item No. 3.4 Page no------

Construction of Shoulders as per Technical Specification Clause 407. Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained fromborrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. [RATE AS PER S.O.R. Item No. 3.14 Page No.-----

Excavation for Structures Earthwork in 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth ( Rate as per SOR. It No. 11.1 I i) Page No.-----

Excavation for Structures Earthwork in 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material above 3 m depth ( Rate as per SOR. It No. 11.1 I ii) Page No -----

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) Rate as Per P.W.SSR.22-23 Sr No. 417

Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work.

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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method (i) For Grading II Material [RATE AS PER S.O.R. Item No. 4.1 A) ii) Page no ------

PROVIDING WBM-GRADE-II 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 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 [RATE AS PER S.O.R. Item No. 4.8 2) B) Page no------

Modified Penetration Macadam Construction of modified penetration macadam 50mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder of VG-30 Grade @1.75kg/sq.meter 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. [RATE AS PER S.O.R. Item No. 5.14 Page no------

PROVIDING AND LAYING TACK COAT Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. [Spec.No. :- Item no. 5.2( i ) Pg No.------

PROVIDING 20MM OPEN GRADED CARPET 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Using 60/70 gradeProviding, 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. Including [RATE AS PER S.O.R. Item No. 5.9 Case II (II) Page no ------

Seal Coat 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 (II) Bitumen (S-65) VG-30 60/70 [RATE AS PER S.O.R. Item No. 5.12 B Case I Type A (II) Page no .------

Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works.Providing

Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 1000mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. 1000mm dia [RATE AS PER P.W. S.S.R.2022-23 Item No. 11.12 Page no ------

Pitching Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 RATE AS PER S.O.R. It No. 14.5 I) Pg No.-------

Gabin Stracture Providing & fixing G.I. wire Gabions coated with Zinc+PVC of required size, section including boxes made of mechanically hexagonal shaped double twisted steel woven as per ASTM A975-9 wire mesh 10x12cm. edges mechanically selvedged made of heavily (Zinc+ PVC) coated G.I. wires as per BS: 443, mesh wire 3.00 mm Ø edge wire 3.9 mm Ø and filled with 20 to 50 kilogram weight trap stones including conveying with all the leads & lifts and placing at required places in required line, level, slope as per drawing, section as directed etc.complete. (Size- 2m X 1m X 1m) RATE AS PER S.O.R It No. 14.19 Pg No.-----

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I) Sand filling ( Rate as per SOR. It No. 11.2 I) Page No.------

RUBBLE FILLING Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including filling voids with sand/grit and compaction etc complete Rate as Per P.W.SSR.22-23 Sr No. 376

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal Mix 1:2.5:5 ( Rate as per SOR. It No. 11.4 II) i) Page No.------

R.C.C M25 Cutoff Wall Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RATE AS PER SOR It No.11.4 V) Page no -------

R.C.C M30 FOR RAFT Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [RATE AS PER S.O.R. Item no. 11.4 VI Page No.-----]

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 ( Rate as per SOR. It No. 12.14 Page No.-----

For Substructure [ P.C.C grade M 25 ] For Abutment Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 [RATE AS PER S.O.R. Item no. 12.5 V. Page No.-----]

M30 R.C.C. PIER & RETURN Reinforced cement concrete of M30 Grade in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Rate as per SOR 12.15 -----

WEEP HOLES I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC 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 RATE AS PER S.O.R 12.9 Page no ------

Abutment , Pier cap, M30 SLAB Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RATE AS PER SOR 13.1) III Page no ------

TAR PAPER BEARING Providing tar paper bearing including laying in proper position etc. complete. RATE AS PER P.W.SSR.22-23 Sr No. 450

STEEL [For Founation ] Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 RRATE AS PER M.R.R.D.A. S.O.R 23-24 It No.11.7) ------

STEEL [For Substructure ] Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 RATE AS PER M.R.R.D.A. S.O.R 23-24 It No.12.6 Page no -----

STEEL [For Superstructure ] Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 RATE AS PER M.R.R.D.A. S.O.R 23-24 It No.13.2 Page no ------

EXPANSION JOINT Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.. RATE AS PER P.W.SSR.22-23 Sr No.471

WEARING COAT Providing and laying cement concrete wearing course M 30 grade Including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 RATE AS PER S.O.R 13.5 Page no -------

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm 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 ( Rate as per SOR. It No. 12.11 Page No.------

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Rate as per SOR. It No. 12.10 I) Page No.-----

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation ISMB 100 (100x50) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 RATE AS PER S.O.R 13.8 Page no ------

CONCRETE BLOCK APRON Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 RATE AS PER S.O.R. 14.3 Page No.-----

FLEXIBLE STONE MAT 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. [RATE AS PER S.O.R. 13.28 Page No.-----

Painting Two Coats on New Concrete Surfac es Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 RATE AS PER S.O.R It No. 10.5 Pg No.------

Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 [RATE AS PER S.O.R. Item No. 10.16 Page no.--------

Citizen Information Board Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm 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 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured 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. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) [RATE AS PER S.O.R. Item No. 10.16 (A) Page no. --------

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm 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 colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 i) 900 mm Equilateral tringle RATE AS PER CSR I.NO 10.2 B PAGE No--------

Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm 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 colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 i) ii)600 mm x 450 mm rectangular RATE AS PER CSR I.NO 10.2 B PAGE No--------

Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 [RATE AS PER S.O.R. Item No. 10.8 Pg No.------

Painting Trees Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. Rate as Per P.W. SSR 22-23 Sr No.207

Fluorescent tape Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67) Rate as Per P.W. SSR 22-23 Sr No.214

Hazard Marker ( Steel pipe delineators ) Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete. [RATE AS PER S.O.R. Item No. 6.16 Page no -------

Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 [RATE AS PER S.O.R. Item No. 10.11 Page no.----------

Thermoplastic Compound (Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC35:2015). [RATE AS PER S.O.R. Item No. 10.21Pg No.---------

Raised Pavement Marker/ Cat Eyes Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg 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 50 mm, 100 mm and 102 +/- 2 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 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. [RATE AS PER S.O.R. Item No. 6.09 Sr No.215

Road Delinators(Hazard markers) Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings Rate as Per P.W. SSR 22-23 Sr No.219

gopal zinguji kharode (BID ID -6925313)

mahesh vinayakrao gadge (BID ID -6923182)

Vinod Construction (BID ID -6924733)

SADGURUKRUPA CONSTRUCTION (BID ID -6926005)

M/s G M Kothari (BID ID -6921249)

M/s.S.V.Ugale Construction Company (BID ID -6925684)

berar industries (BID ID -6923281)

R P MUNDHADA (BID ID -6920615)