ADBAKO-04

Amount

Improvement of A) MDR-15 ( MANA) TO POHI ROAD Tal. Murtizapur Dist. Akola (M.S.).Tackeled length 4.7 KM.

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 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 SOR. It No. 2.2 (2) A )

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.30/ P.No. 12)

Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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. (Sor 3.12)

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.and transporting to the embankment locations with a lift upto 1.5 m and lead up to 1000 m as per Technical specification Clause 302.3 (Item No. 3.5 (II) / P.No. 16)

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 Table 300.1 and 300.2 as per technical specification clause 301.5 ([RATE AS PER S.O.R. Item No. 3.3 A Page no 15 ]

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 16 A with a lead upto 1000 m

Construction of Earthen Shoulders as per Technical Specification Clause 407 (Item No. 4.10 (A) and B / P.No. 26)

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 m and stacking of serviceable material and unserviceable material separately under supervision of concerned department as per Technical Specification Clause 202. SOR 2012

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.I. By mechanical means in Ordinary soil (i) Upto 3 m depth

Bill No.2: Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

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, etc complete as per Technical Specification Clause 401. Grading II material (Item No.4.1 (ii) /P.No.21)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade 2 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 as per Technical Specification Clause 405. By mechanical means (Item No. 4.8 (2) (B)/ P.No. 25)

Construction of Modified Penetration Macadam 50 mm thick 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. VG 30 bitumen (Item No. 5.5 (A) / P.No. 30 )

"Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled to achieve the desire compaction as per Technical Speccification 504.(with 3.30% of bitumen by weight of mix) "

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 with [RATE AS PER S.O.R.Item no. 5.7 ) By Mechanical means (II) Bitumen (S-65) VG-30 with 8% plastic waste

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. ( Item No. 5.2 (ii) / P. No. 29)

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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.( Item No. 5.2 (i) / P. No. 29)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (B) By Mechanical Means with paver finisher Case - II : Type B (I) Bitumen (S-65) VG-30 (Item No. 5.9 - A II (I) / P.No. 32 )

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet) and by adding Polypropelene Fibres at th rate 1.80 kg / cum (I.No.6.1/P.No. 34)

Bill No.3: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Providing and laying reinforced cement concrete pipe NP2 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. (B) 1000 mm dia (Item No. 9.4 B / P.No. 39 )

Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design.Providing and laying reinforced cement concrete pipe NP2 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. For 800 mm dia.

Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design.Providing and laying reinforced cement concrete pipe NP2 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. For 600 mm dia.

Providing and laying of reinforced cement concrete pipe duct 300 mm across the road(new construction) extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends in cement mortar 1:6 providing a minimum fill of granular material over top and sides of RCC pipe as per IRC 98: 1997, bedded on a 0.3m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC 98:1997 and approved drawing etc complete. For single row for one utility services. (Rate as per National Highway, Nagpur CSR item no 8.29(i) page 24 )

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(Item No. 14.4 / P.No.57 )

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9.I Sand filling

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II) Rubble filling (For B.C. Soil) (Item No. 11.2 (II)/ P.No. 47 )

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( I ) P.C.C grade M 10 (I) Nominal mix (1:3:6) (Item No. 11.4 (I) (i) / P.No. 48 )

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5) (Item No. 11.4 (I) (ii) / P.No. 48 )

PlainPlain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I) PCC Grade M-15 (i) Nominal Mix 1:2.5:5 ) (Item No. 12.2 (I) (i) / P.No. 50 ) )

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 (b) P.V.C. pipe 100 mm dia ( Item No. 12.7 (b) / P.No. 51)

Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR 2017-18) (Item No.13.16 (V) / P.No. 55 )

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications M25 garde Clauses 800, 1205.4 and 1205.5 II R.C.C M 25 (Item No. 13.1 (II) / P.No. 53 )

Supplying, fitting, and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD CSR for 2017-18) (Item No.13.16 ( II) ( A) / P.No. 55 )

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 (Item No. 12.9 / P.No. 51 )

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular Material (Item No. 12.8 (I) / P.No. 51 )

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 ) [Spec.No. :- Item no. 14.1 ]

Providing and laying reinforced cement concrete pipe NP3 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. (B) 1000 mm dia (Item No. 9.3 B / P.No. 39 )

Bill No.4: Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 (Item No. 10.16 / P.No. 44 )

Providing and fixing a typical MMGSY 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. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (Item No. 10.14 / P.No. 44)

Direction and Place Identification signs upto 0.9 sqm size board. B.Semi-Reflective Traffic signs.Direction and place indentification signs up to 0.9 sqm size board.Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm 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 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traffic Signs B)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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii)600 mm equilateral triangle

Traffic Signs .B. 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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. (v) 600 mm X 450 mm rectangular ]

Traffic Signs .B. 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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2.(viii) 900 mm X 600 mm rectangular ]

Painting lines, dashes, arrows, etc. on roads in two coats on old 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 Assuming 100 cm width SoR 10.8

Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii) / P.No. 43) ii) Ordinary Km. Stone (Precast)

Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii) / P.No. 43) iii) 200m Stone (Precast)

Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11 / P.No. 40)

Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.

Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803) (Rate as per National Highway, Nagpur CSR item no 8.8(i) B page 21 )

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. (pwd ssr ITEM 6.16)

Shifting and erecting of electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.And erecting in new position including all material,labour requirement as per guideline of concerned department complete.

SHW282 TO Shirsho -Hirpur to Join MDR-14 ROAD Murtizapur Dist. Akola (M.S.).Tackeled length 4.550 KM.

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 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 SOR. It No. 2.2 (2) A )

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.30/ P.No. 12)

Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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. (Sor 3.12)

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.and transporting to the embankment locations with a lift upto 1.5 m and lead up to 1000 m as per Technical specification Clause 302.3 (Item No. 3.5 (II) / P.No. 16)

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 Table 300.1 and 300.2 as per technical specification clause 301.5 ([RATE AS PER S.O.R. Item No. 3.3 A Page no 15 ]

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 16 A with a lead upto 1000 m

Construction of Earthen Shoulders as per Technical Specification Clause 407 (Item No. 4.10 (A) and B / P.No. 26)

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 m and stacking of serviceable material and unserviceable material separately under supervision of concerned department as per Technical Specification Clause 202. SOR 2012

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 (I) By Manual Means (B) Cement Concrete (Item No. 2.5 (B) / P.No. 11 )

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B )Above 600 mm to 900 mm dia Hume pipe (Item No. 2.7 / P.No. 12 )

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.I. By mechanical means in Ordinary soil (i) Upto 3 m depth

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.I. By mechanical means in Ordinary soil (i) 3 m depth

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. B ) For raft foundation ii) For medium dewatering

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. C1 ) Apron with curtain walls in ii) For medium dewatering

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. (ii) for Normal Dewatering for Return (Item No. 11.1 A . )

Watering and compacting the Embakment formed of material obtained from the road cutting departmental land or other soures within in a lead of 50 mafter after laying them layers of 20 cm to 30 cm with 3% camber and design superelevation etc.complete( compaction with power roller )

Bill No.2: Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

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, etc complete as per Technical Specification Clause 401. Grading II material (Item No.4.1 (ii) /P.No.21)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade 2 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 as per Technical Specification Clause 405. By mechanical means (Item No. 4.8 (2) (B)/ P.No. 25)

Construction of Modified Penetration Macadam 50 mm thick 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. VG 30 bitumen (Item No. 5.5 (A) / P.No. 30 )

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 with [RATE AS PER S.O.R.Item no. 5.7 ) By Mechanical means (II) Bitumen (S-65) VG-30 with 8% plastic waste

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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.( Item No. 5.2 (i) / P. No. 29)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (B) By Mechanical Means with paver finisher Case - II : Type B (I) Bitumen (S-65) VG-30 (Item No. 5.9 - A II (I) / P.No. 32 )

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet) and by adding Polypropelene Fibres at th rate 1.80 kg / cum (I.No.6.1/P.No. 34)

Bill No.3: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Providing and laying reinforced cement concrete pipe NP2 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. (B) 1000 mm dia (Item No. 9.4 B / P.No. 39 )

Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design.Providing and laying reinforced cement concrete pipe NP2 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. For 800 mm dia.

Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design.Providing and laying reinforced cement concrete pipe NP2 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. For 600 mm dia.

Providing and laying of reinforced cement concrete pipe duct 300 mm across the road(new construction) extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends in cement mortar 1:6 providing a minimum fill of granular material over top and sides of RCC pipe as per IRC 98: 1997, bedded on a 0.3m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC 98:1997 and approved drawing etc complete. For single row for one utility services. (Rate as per National Highway, Nagpur CSR item no 8.29(i) page 24 )

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(Item No. 14.4 / P.No.57 )

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9.I Sand filling

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II) Rubble filling (For B.C. Soil) (Item No. 11.2 (II)/ P.No. 47 )

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( I ) P.C.C grade M 10 (I) Nominal mix (1:3:6) (Item No. 11.4 (I) (i) / P.No. 48 )

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5) (Item No. 11.4 (I) (ii) / P.No. 48 )

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV.) P.C.C grade M 15

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. V.) R.C.C grade M 20

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

PlainPlain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I) PCC Grade M-15 (i) Nominal Mix 1:2.5:5 ) (Item No. 12.2 (I) (i) / P.No. 50 ) )

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 (b) P.V.C. pipe 100 mm dia ( Item No. 12.7 (b) / P.No. 51)

Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (III) R.C.C grade M 20 (Item No. 12.2 (III/ P.No. 50 ) M20 cap

Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR 2017-18) (Item No.13.16 (V) / P.No. 55 )

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications M25 garde Clauses 800, 1205.4 and 1205.5 II R.C.C M 25 (Item No. 13.1 (II) / P.No. 53 )

Supplying, fitting and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting, and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD CSR for 2017-18) (Item No.13.16 ( II) ( A) / P.No. 55 )

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 54 )

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 (Item No. 12.9 / P.No. 51 )

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular Material (Item No. 12.8 (I) / P.No. 51 )

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.0 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 (Item No. 13.8 / P.No.54 )

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 ) [Spec.No. :- Item no. 14.1 ]

Providing and laying reinforced cement concrete pipe NP3 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. (B) 1000 mm dia (Item No. 9.3 B / P.No. 39 )

Bill No.4: Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 (Item No. 10.16 / P.No. 44 )

Providing and fixing a typical MMGSY 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. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (Item No. 10.14 / P.No. 44)

Direction and Place Identification signs upto 0.9 sqm size board. B.Semi-Reflective Traffic signs.Direction and place indentification signs up to 0.9 sqm size board.Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm 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 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traffic Signs B)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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii)600 mm equilateral triangle

Traffic Signs .B. 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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. (v) 600 mm X 450 mm rectangular ]

Traffic Signs .B. 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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2.(viii) 900 mm X 600 mm rectangular ]

Painting lines, dashes, arrows, etc. on roads in two coats on old 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 Assuming 100 cm width SoR 10.8

Kilometre Stone.Reinforced cement concrete 5 th Kilometer Stone M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. i) 5 th Kilometer Stone (Precast)

Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii) / P.No. 43) ii) Ordinary Km. Stone (Precast)

Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii) / P.No. 43) iii) 200m Stone (Precast)

Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11 / P.No. 40)

Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.

Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803) (Rate as per National Highway, Nagpur CSR item no 8.8(i) B page 21 )

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. (pwd ssr ITEM 6.16)

Providing & fixing Hazard marker (with front side squaremesh jali )in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet , black non reflective opaque back ground and yellow oblique engineering grade reflective bands & back side in gray stove enamal paint etc complete ,including one m.s.angle iron post of 50mmx50mmx5mm 2.0 mtr long painted with synthetick enamel paint of black colour including in G.I.fixture etc & fixing the board in 1:4:8 concrete block of size 60cm x60cmx75cm .including transportation etc . complete

Shifting and erecting of electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.And erecting in new position including all material,labour requirement as per guideline of concerned department complete.

Improvement to SHW280 TO LAIT ROAD Tal. Murtizapur Dist. Akola (M.S.).Tackeled length 4.550 KM.

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 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 SOR. It No. 2.2 (2) A )

Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.(Item No. 3.30/ P.No. 12)

Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, 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. (Sor 3.12)

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.and transporting to the embankment locations with a lift upto 1.5 m and lead up to 1000 m as per Technical specification Clause 302.3 (Item No. 3.5 (II) / P.No. 16)

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 Table 300.1 and 300.2 as per technical specification clause 301.5 ([RATE AS PER S.O.R. Item No. 3.3 A Page no 15 ]

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 16 A with a lead upto 1000 m

Construction of Earthen Shoulders as per Technical Specification Clause 407 (Item No. 4.10 (A) and B / P.No. 26)

Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto 1000 m and stacking of serviceable material and unserviceable material separately under supervision of concerned department as per Technical Specification Clause 202. SOR 2012

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 (I) By Manual Means (B) Cement Concrete (Item No. 2.5 (B) / P.No. 11 )

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. B )Above 600 mm to 900 mm dia Hume pipe (Item No. 2.7 / P.No. 12 )

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.I. By mechanical means in Ordinary soil (i) Upto 3 m depth

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.I. By mechanical means in Ordinary soil (i) 3 m depth

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. B ) For raft foundation ii) For medium dewatering

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. C1 ) Apron with curtain walls in ii) For medium dewatering

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. (ii) for Normal Dewatering for Return (Item No. 11.1 A . )

Bill No.2: Pavement Works (GSB, WBM, Bituminous Works) and Cement Concrete Pavement Work

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, etc complete as per Technical Specification Clause 401. Grading II material (Item No.4.1 (ii) /P.No.21)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grade 2 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 as per Technical Specification Clause 405. By mechanical means (Item No. 4.8 (2) (B)/ P.No. 25)

Construction of Modified Penetration Macadam 50 mm thick 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. VG 30 bitumen (Item No. 5.5 (A) / P.No. 30 )

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 with [RATE AS PER S.O.R.Item no. 5.7 ) By Mechanical means (II) Bitumen (S-65) VG-30 with 8% plastic waste

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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.( Item No. 5.2 (i) / P. No. 29)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 (B) By Mechanical Means with paver finisher Case - II : Type B (I) Bitumen (S-65) VG-30 (Item No. 5.9 - A II (I) / P.No. 32 )

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,edges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet) and by adding Polypropelene Fibres at th rate 1.80 kg / cum (I.No.6.1/P.No. 34)

Bill No.3: Cross Drainage Structures (Culverts & Minor Bridges), Drains and Protection Works

Providing and laying reinforced cement concrete pipe NP2 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. (B) 1000 mm dia (Item No. 9.4 B / P.No. 39 )

Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design.Providing and laying reinforced cement concrete pipe NP2 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. For 800 mm dia.

Providing and Laying Reinforced Cement Concrete Pipe NP2 as per design.Providing and laying reinforced cement concrete pipe NP2 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. For 600 mm dia.

Providing and laying of reinforced cement concrete pipe duct 300 mm across the road(new construction) extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends in cement mortar 1:6 providing a minimum fill of granular material over top and sides of RCC pipe as per IRC 98: 1997, bedded on a 0.3m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC 98:1997 and approved drawing etc complete. For single row for one utility services. (Rate as per National Highway, Nagpur CSR item no 8.29(i) page 24 )

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(Item No. 14.4 / P.No.57 )

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9.I Sand filling

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II) Rubble filling (For B.C. Soil) (Item No. 11.2 (II)/ P.No. 47 )

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( I ) P.C.C grade M 10 (I) Nominal mix (1:3:6) (Item No. 11.4 (I) (i) / P.No. 48 )

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5) (Item No. 11.4 (I) (ii) / P.No. 48 )

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV.) P.C.C grade M 15

Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. V.) R.C.C grade M 20

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

PlainPlain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I) PCC Grade M-15 (i) Nominal Mix 1:2.5:5 ) (Item No. 12.2 (I) (i) / P.No. 50 ) )

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 (b) P.V.C. pipe 100 mm dia ( Item No. 12.7 (b) / P.No. 51)

Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (III) R.C.C grade M 20 (Item No. 12.2 (III/ P.No. 50 ) M20 cap

Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR 2017-18) (Item No.13.16 (V) / P.No. 55 )

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications M25 garde Clauses 800, 1205.4 and 1205.5 II R.C.C M 25 (Item No. 13.1 (II) / P.No. 53 )

Supplying, fitting and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Supplying, fitting and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Supplying, fitting, and placing TMT bar reinforcement SAIL/TATA/JINDAL/RINL/ELECTRATERM or equivalent in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD CSR for 2017-18) (Item No.13.16 ( II) ( A) / P.No. 55 )

Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 54 )

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 (Item No. 12.9 / P.No. 51 )

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular Material (Item No. 12.8 (I) / P.No. 51 )

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) at 2.0 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 (Item No. 13.8 / P.No.54 )

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 ) [Spec.No. :- Item no. 14.1 ]

Providing and laying reinforced cement concrete pipe NP3 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. (B) 1000 mm dia (Item No. 9.3 B / P.No. 39 )

Bill No.4: Traffic Signs, Markings and Road Appurtenances, Road Safety & Road Furniture

Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm 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 75mm 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 (Item No. 10.16 / P.No. 44 )

Providing and fixing a typical MMGSY 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. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (Item No. 10.14 / P.No. 44)

Direction and Place Identification signs upto 0.9 sqm size board. B.Semi-Reflective Traffic signs.Direction and place indentification signs up to 0.9 sqm size board.Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm 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 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Traffic Signs B)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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 ii)600 mm equilateral triangle

Traffic Signs .B. 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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2. (v) 600 mm X 450 mm rectangular ]

Traffic Signs .B. 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 concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2.(viii) 900 mm X 600 mm rectangular ]

Painting lines, dashes, arrows, etc. on roads in two coats on old 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 Assuming 100 cm width SoR 10.8

Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii) / P.No. 43) ii) Ordinary Km. Stone (Precast)

Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. (I.No. 10.10 (ii) / P.No. 43) iii) 200m Stone (Precast)

Reinforced cement concrete M-15 grade Boundary Pillar/ 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. (Item No. 10.11 / P.No. 40)

Construction of Rounded Hump Type Speed Breaker as per IRC : 99 (1988) for general traffic as per specification, including painting, fixing cautionery boards etc. complete and as directed by Engineer-in-Charge.

Providing and painting with Reflit Retro Reflective Paint of approved make on old concrete/plastered or any other surfaces after applying two coats of white base coat over road furniture like Km stone, guard stone, road divider, kerb stones, parapet walls, Pipe/concrete railing, concrete sign boards, delinators and also over electric poles, road side trees, fire hydrants, crash barriers, road machineries lying on road sides or any other temporary road marking for delination purpose etc complete(including cost of labour, material, transportation and taxes etc complete) (MORT&H specification 803) (Rate as per National Highway, Nagpur CSR item no 8.8(i) B page 21 )

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. (pwd ssr ITEM 6.16)

Shifting and erecting of electric poles with wires including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 m and stacking the serviceable and unserviceable material separately as per Technical Specification Clause 202.And erecting in new position including all material,labour requirement as per guideline of concerned department complete.

Providing & fixing Hazard marker (with front side squaremesh jali )in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet , black non reflective opaque back ground and yellow oblique engineering grade reflective bands & back side in gray stove enamal paint etc complete ,including one m.s.angle iron post of 50mmx50mmx5mm 2.0 mtr long painted with synthetick enamel paint of black colour including in G.I.fixture etc & fixing the board in 1:4:8 concrete block of size 60cm x60cmx75cm .including transportation etc . complete

S.L.MALANI