ADB-PAR-II-04

Amount

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 ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 MDR(33) To Karwali Road

Excavation for roadway in Soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lins, grades and cross-section as Directed by Engineer.Clause No. 302.3.5 MDR(33) To Karwali Road.

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 side as directed by Engineer in charge etc complet. MDR(33) To Karwali Road.

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 side as directed by Engineer in charge etc complet. Lift above 3 MDR(33) To Karwali Road.

Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density. Clause No. 301.5 Table 301.1,301.2.Directed by Engineer In-charge etc complete. MDR(33) To Karwali Road.

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 with a lead upto 1000 m as per Technical Specification Clause 301.5 MDR(33) To Karwali Road.

Construction of sub grade and earthen shoulders with approved material obtained from borrow 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. MDR(33) To Karwali Road.

Scarifying the existing bituminous road- 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. MDR(33) To Karwali Road.

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.(Grade -1) MDR(33) To Karwali Road.

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.(By Mechanical Means) MDR(33) To Karwali Road.

penetration macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 5.5 A MDR(33) To Karwali Road.

20mm thick Open-Graded Premix Carpet using S 65 (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means MDR(33) To Karwali Road.

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. MDR(33) To Karwali Road.

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 MDR(33) To Karwali Road.

Providing and laying pitching on slopes Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MDR(33) To Karwali Road.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MDR(33) To Karwali Road.

Cement Concrete Pavement 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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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 (SOR ITEM NO. 6.4 ) MDR(33) To Karwali Road.

Reinforced cement concrete 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 Ordinary Kilometer Stone (Precast) MDR(33) To Karwali Road.

Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200M Stone (Precast) MDR(33) To Karwali Road.

Reinforced cement concrete M15 grade Boundary Pillar of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704 Boundary Pillar MDR(33) To Karwali Road.

Providing and fixing a typical MMGSY 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) MDR(33) To Karwali Road.

Citizen Information Borad Providing and fixing of typical MMGSY 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 MDR(33) To Karwali Road.

Traffic Signs 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 [Item No.10.2 ] ( ii ) 600 mm Equilateral Triangle As per R.D. R.A. No. 20 i MDR(33) To Karwali Road.

Traffic Signs [Item No.10.2 ] ( iii ) 600 mm Circular As per R.D. R.A. No. 20 Vii MDR(33) To Karwali Road.

Traffic Signs [Item No.10.2 ] ( vi ) 800mm x 600 mm rectangular As per R.D. R.A. No. 20 V MDR(33) To Karwali Road.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. Edge & Central MDR(33) To Karwali Road.

Supplying & 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. As per R.D. R.A. No. 21 MDR(33) To Karwali Road.

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 1106.600 mm Dia MDR(33) To Karwali Road.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. As per C.D.R.A. No. MDR(33) To Karwali Road.

Dismantling of existing structures like culverts, bridges, retaining walls and Cemenet concrete structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. As per C.D.R.A. No. MDR(33) To Karwali Road.

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. MDR(33) To Karwali Road.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble Filling MDR(33) To Karwali Road.

Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10 MDR(33) To Karwali Road.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15 MDR(33) To Karwali Road.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single 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. MDR(33) To Karwali Road.

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 MDR(33) To Karwali Road.

`Supplying, fitting and placing HYSD bar reinforcement in Substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 and 1202 MDR(33) To Karwali Road.

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. SOR P/No.45 I.No.11.1, A(i) B,C, MDR(33) To Karwali Road.

Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (I) / P.No. 46) MDR(33) To Karwali Road.

Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MDR(33) To Karwali Road.

Providing and laying reinforced cement concrete in Foundations as per drawing and Technical Specifications Clauses 802, 1202 and 1203 (Item No. 11.4 (V) / P.No. 46)I) RCC grade M-30 (v) For design Mix MDR(33) To Karwali Road.

Providing and laying reinforced cement concrete M-25 in Foundations as per drawing and Technical Specifications Clauses 802, 1202 and 1203 (Item No. 11.4 (V) / P.No. 46)I) RCC grade M-25 (v) For design Mix MDR(33) To Karwali Road.

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 1205.5.7PMGSY SOR P/No.50 No.12.14 , B) Basic Rate MDR(33) To Karwali Road.

Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (Item No. 11.8 P.No. 47) MDR(33) To Karwali Road.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 up to 5 m (Item No. 12.5 (I) ii )I) RCC grade M-30 (ii) For Nominal Mix MDR(33) To Karwali Road.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8PMGSY SOR P/No.50 I .No.12.10 , (i) Basic Rate MDR(33) To Karwali Road.

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 1204.3.8PMGSY SOR P/No.50 I .No.12.11 , (i) Basic Rate MDR(33) To Karwali Road.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I.No. 13.1 iii )I) R.C.C. grade M 30 MDR(33) To Karwali Road.

Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specificationsPMGSY SOR P/No.52 No.13.16 ,iii B) Basic Rate MDR(33) To Karwali Road.

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202(Item No. 13.3.PNo.52 ) MDR(33) To Karwali Road.

Drainage spouts complete as per drawing and technical specifications Clause 1209 SOR I.NO 13.10 MDR(33) To Karwali Road.

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall MDR(33) To Karwali Road.

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) 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 1208.2PMGSY SOR P/No.53 No.13.8 B) Basic Rate MDR(33) To Karwali Road.

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 ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 ODR-37 To Saikheda-Saikheda Tanda Road

Excavation for roadway in Soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lins, grades and cross-section as Directed by Engineer.Clause No. 302.3.5 ODR-37 To Saikheda-Saikheda Tanda Road

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 side as directed by Engineer in charge etc complet. ODR-37 To Saikheda-Saikheda Tanda Road

Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density. Clause No. 301.5 Table 301.1,301.2.Directed by Engineer In-charge etc complete. ODR-37 To Saikheda-Saikheda Tanda Road

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 with a lead upto 1000 m as per Technical Specification Clause 301.5 ODR-37 To Saikheda-Saikheda Tanda Road

Construction of sub grade and earthen shoulders with approved material obtained from borrow 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. ODR-37 To Saikheda-Saikheda Tanda Road

Scarifying the existing bituminous road- 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. ODR-37 To Saikheda-Saikheda Tanda Road

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.(Grade -1) ODR-37 To Saikheda-Saikheda Tanda Road

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.(By Mechanical Means) ODR-37 To Saikheda-Saikheda Tanda Road

penetration macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. 5.5 A ODR-37 To Saikheda-Saikheda Tanda Road

20mm thick Open-Graded Premix Carpet using S 65 (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades. as per Technical Specification Clause 508. By Mechanical Means ODR-37 To Saikheda-Saikheda Tanda Road

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. ODR-37 To Saikheda-Saikheda Tanda Road

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 ODR-37 To Saikheda-Saikheda Tanda Road

Providing and laying pitching on slopes Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 ODR-37 To Saikheda-Saikheda Tanda Road

Construction of Dry lean cement concrete Sub­ base over a prepared sub­grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer­ in­charge , compacting with vibratory roller, finishing, curing and including preparation of sub­grade surface if required etc. complete. ODR-37 To Saikheda-Saikheda Tanda Road

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 ODR-37 To Saikheda-Saikheda Tanda Road

Cement Concrete Pavement 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, laying and fixing of 125 micron thick polythene film, wedges, 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, dowel bars, near approaches to bridge/culvert and construction joints, 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 (SOR ITEM NO. 6.4 ) ODR-37 To Saikheda-Saikheda Tanda Road

Reinforced cement concrete 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 Ordinary Kilometer Stone (Precast) ODR-37 To Saikheda-Saikheda Tanda Road

Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200M Stone (Precast) ODR-37 To Saikheda-Saikheda Tanda Road

Reinforced cement concrete M15 grade Boundary Pillar of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704 Boundary Pillar ODR-37 To Saikheda-Saikheda Tanda Road

Providing and fixing a typical MMGSY 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) ODR-37 To Saikheda-Saikheda Tanda Road

Citizen Information Borad Providing and fixing of typical MMGSY 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 ODR-37 To Saikheda-Saikheda Tanda Road

Traffic Signs 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 [Item No.10.2 ] ( ii ) 600 mm Equilateral Triangle As per R.D. R.A. No. 20 i ODR-37 To Saikheda-Saikheda Tanda Road

Traffic Signs [Item No.10.2 ] ( iii ) 600 mm Circular As per R.D. R.A. No. 20 Vii ODR-37 To Saikheda-Saikheda Tanda Road

Traffic Signs [Item No.10.2 ] ( vi ) 800mm x 600 mm rectangular As per R.D. R.A. No. 20 V ODR-37 To Saikheda-Saikheda Tanda Road

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. Edge & Central ODR-37 To Saikheda-Saikheda Tanda Road

Supplying & 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. As per R.D. R.A. No. 21 ODR-37 To Saikheda-Saikheda Tanda Road

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 1106.600 mm Dia ODR-37 To Saikheda-Saikheda Tanda Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. As per C.D.R.A. No. ODR-37 To Saikheda-Saikheda Tanda Road

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. ODR-37 To Saikheda-Saikheda Tanda Road

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Rubble Filling ODR-37 To Saikheda-Saikheda Tanda Road

Providing & Placing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10 ODR-37 To Saikheda-Saikheda Tanda Road

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 M-15 ODR-37 To Saikheda-Saikheda Tanda Road

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single 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. ODR-37 To Saikheda-Saikheda Tanda Road

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 ODR-37 To Saikheda-Saikheda Tanda Road

`Supplying, fitting and placing HYSD bar reinforcement in Substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 and 1202 ODR-37 To Saikheda-Saikheda Tanda Road

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 all auctioned up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as Directed by Engineer In-charge etc complete. Clause No. 201 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Excavation for roadway in Soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lins, grades and cross-section as Directed by Engineer.Clause No. 302.3.5UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density. Clause No. 301.5 Table 301.1,301.2.Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Construction of embankment in desired shape and size with approved material disposed at site from roadway cutting and excavation of drains and foundation of the structures including setting out stripping the top soil to 150mm including making horizontal benches in the existing embankment compacting watering the earthwork in layers not exceeding 200 mm with vibratory roller to a 98% of maximum lab dry density. Clause No. 301.5 Table 301.1,301.2.Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Construction of granular sub-base of Grading 1 by providing well graded material, spreading in uniform layers with motor grader on prepared compacted surface, mixing by mix in place method with rotavator at OMC in required Grade and camber watering and compacting with Vibratory roller to achieve at least 100% of maximum dry density for the material determined.Clause No. 401.Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

G II WBM Providing ,laying, Spreading and Compacting stone aggregate of specific size to water bound macadam specification and transporting the material, preparation surface, spreading in uniform thickness, hand packing, rolling with vibratory roller stages to proper grade and camber and super elevation, applying and booming stone screening and binding material to fill up the coarse aggregate watering and compacting to required density.Clause No. 405 Table. No. 400.7,400.8,400.9, 400.10.Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Construction of Penetration macadam over prepared base including providing a Layer of Compacted crushed coarse aggregate and camber alternative application of bitumen binder with bitumen sprayer at rate 175 175kg/100sqm 8 Spreading key aggregate rolling with vibratory roller to active the desired degree and comber etc.Clause 506,504.2.2 Table No. 500.,500.7,500.8.Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bitumenous surface cleaned with air compressor hydraulic broom including cleaning surface, arrengement of traffic etc complet. Clause No. 503.Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Providing laying and rolling of open graded premix carpet as wearing coarse of 20 mm thickness composed of 13.20mm to 5.60mm aggregate using 60to70 grade (S-65) bitumen to the required line, grade and camber on a previously prepared base including mixing aggregate and binder on a suitable hot mix paints, laying with mechanical paver finisher and rolling with a power roller finished to required grades camber etc complete. Clause No. 508 (Table 500.13).Directed by Engineer In-charge etc complete UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. ..

Seal coat- Providing and laying liquid seal coat of type A and sealing wide in a bituminous surface laid to the specified level grades and cross fall including transporting materials cleaning surface to remove loose material dirt and dust, cleaning surface with compressor, heating bitumen to 1500 to 1630 c spraying with mechanical sprayer at the rate of 9.80 kg/10 sqm spreading stone chips at rate 0.09 cum/10sqm, rolling with 80 to 100 Kn static weight Vibratory roller as directed by engineer in charge. Clause No.510 Table 500.16UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Construction of Dry lean cement concrete Sub­ base over a prepared sub­grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer­ in­charge , compacting with vibratory roller, finishing, curing and including preparation of sub­grade surface if required etc. complete. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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, laying and fixing of 125 micron thick polythene film, wedges,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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound.....Specification Clause 15011) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Reinforced cement concrete 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 . KM Stones precast. Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Reinforced cement concrete M15 grade 200 m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Reinforced cement concrete M15 grade Boundary stone m stone stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

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 color in front and gray color 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 color 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 600mm Circular 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 color in front and gray color 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 color 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 600mm Equilateral Triangle600mm Equilateral Triangle 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 color in front and gray color 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 color 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 600mm Equilateral Triangle 8000*600 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and fixing of typical PMGSY Citizen information board as per specifications 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 printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and fixing of typical PMGSY Citizen i board as per specifications 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 printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Direction and Place Identification signs more than 0.9 sqm size board Providing and erecting direction and place identification of retro reflectorised sign as per IRC-67 made of encapsulated lens type reflective sheeting vide claus 1701.2.3, fixed over aluminium sheeting 2 mm thick with area exceeding 0.9 sqm supported on miled steel angle iron post 75mm x 75 mm x 6 mm 2 Nos. 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 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Supplying & 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.1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 side as directed by Engineer in charge etc complet.Clause No. 305.1UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I.Rubber filling (For B.C. Area)UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Providing concreting for plain/reinforced concrete in open foundation as per drawing and technical specification for CC M10 including transporting all material mixing, placing in form work compacting with needle vibrators of suitable size finishing and curing etc. complete.Clause 800,1200. Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

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, 1204.3.71) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification PCC grade M15 for superstructure including mixing, placing in from work, compacting by needle vibrators finishing the surface with CM 1:2 if required and curing complete.Clause No. 802,803, 1202,1203. Directed by Engineer In-charge etc complete.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

Providing Laying cement concrete pipe of NP3 for Culverts on bedding of concrete M10 with thickness of 15cm in a required single row, before laying pipe, shall be tested at the place of manufacturing, pipe shall be laid after approval of foundation be Engineer in charge. cushioning of 600mm, including fixing coller joint with cement mortar 1:2 finishing and curing.Clause 1100, 1106,1107. as directed by Engineer in charge etc complet.UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani. .

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. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling below raft and in cantilever return 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9Rubble filling below cutt off 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10(Nominal mix 1:3:6)below raft and For Toe wall 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 15(Nominal mix 1:1.5:3) Below cutt off 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and laying in situ/ ready mix concrete controlled reinforcedcement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) Specifications: MoRT&H (5 th Rev ) 1700,2304 Item Code: BR-5 Item Number: 68 - i b / 24 Rate Abstract Unit: 15.000 Cubic Meter -- ()RCC M-30 Grade for RAFT 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and laying in situ/ ready mix controlled grade of M-25 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement)1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing,cutting,bending,hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. grade M 30 for cantilever return 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing,cutting,bending,hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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. 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C. grade M 30 for Deck slab 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD CSR for 2019-20)n bet Return and box cell 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing,cutting,bending,hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete Slab 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Drainage spouts complete as per drawing and technical specifications Clause 1209 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 8 00, 900 and 1208.3 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing,cutting,bending,hooking,tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 (Rate is excluding Royalty for stone boulder) 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Construction of embankment with approved materials deposited from barrow pits with lift 1.50 mt transporting to site spreading grading to required slope and compacting to meet required Table 300.10 and 300.2 with lead upto 1000 mt as per tech. specificaiton clause 301.5 I.NO. 3.4(A) 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

Providing and Laying Reinforced Cement Concrete pipe NP-2 for culverts on first class bedding of grannular material in row including fixing collar with cement morter 1:2 excluding excavation, protection works backfilling concrete and masonary works in headwall parapets Clause 1106 (SOR I. No. 9.4 B) for Diversion 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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 1) UPGRADATION OF ROAD NH 222 to Shahapur - Tuljapur CH 0/00 TO 5/600 Block:PARBHANI Dist:Parbhani.

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