Maharashtra Rural Road Development Agency Tender

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Cutting in Soft Soil (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Cutting in Ordinary Rock (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Cutting in Hard Rock (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits including all lifts and leads, transporting to site, spreading, grading to required slope and watering compacting with Vibratory roller to meet requirement of Table 300.2 etc. complete. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Construction of granular sub-base to Grading I 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 the desired density etc. complete (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Providing, laying, spreading and compacting stone aggregates of specific sizes of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density etc. complete. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with vibratory roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. with 1 Km Lead (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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 Specification 504.(with 3.30% of bitumen by weight of mix)Bituminous Macadam (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.0 kg/sqm. Using mechanical means as per Technical Specification Clause 502 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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 505. B) 50 mm thick Bitumen (S-65) 60/70- VG-30 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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 Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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 Rajura Mapa Km 0/00 to 5/970 tq.Selu 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 1501 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Reinforced cement concrete M15 grade kilometer 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 A - [Item No.10.10(i)] 5 th Kilometer Stone (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Reinforced cement concrete M15 grade kilometer 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 B - [Item No.10.10(ii)] Ordinary Kilometer Stone (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Reinforced cement concrete M15 grade kilometer 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 B - C -[Item No.10.10(iii)] 200 m Stone (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Reinforced cement concrete M15 grade kilometer 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 B - C D - [Item No.10.11 ] Boundary Pillar (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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 [Item No.10.2, A ( i ) ] 600mm Circular (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii) 600 mm Equilateral triangle (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii)800x 600 mm Rectangular triangle (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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 Logo of M.M.G.S.Y. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ Item No- 11.4,l ] P.C.C. grade M10 (i) Nominal mix1:3:6 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 [ Item No- 12.5,l ] P.C.C. grade M15(i)Nominal mix1:2.5:5 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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 [ Item No- 9.3 ( B ) ] 1000 mm dia (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu 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 [ Item No- 12.9 ( 2 ) ] P.V.C. Pipe 100 mm dia (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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 Rajura Mapa Km 0/00 to 5/970 tq.Selu 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 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

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, 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.(A) In area of non-thorny jungle (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

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. I.NO.3.2 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits including all lifts and leads, transporting to site, spreading, grading to required slope and watering compacting with Vibratory roller to meet requirement of Table 300.2 etc. complete.

Construction of granular sub-base to Grading I 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 the desired density etc. complete (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Providing, laying, spreading and compacting stone aggregates of specific sizes of Grading-II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density etc. complete. (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

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 505. B) 50 mm thick Bitumen (S-65) 60/70- VG-30 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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 Bituminous surface cleaned with air compressor Hydraulic broom including cleaning surface, arrangement of traffic etc. complete. (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

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 60/70 grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a power roller, finished to required level and grades, camber. (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

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 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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 1501 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Reinforced cement concrete M15 grade kilometer 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 B - [Item No.10.10(ii)] Ordinary Kilometer Stone (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Reinforced cement concrete M15 grade kilometer 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 B - C -[Item No.10.10(iii)] 200 m Stone (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Reinforced cement concrete M15 grade kilometer 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 B - C D - [Item No.10.11 ] Boundary Pillar (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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 [Item No.10.2, A ( i ) ] 600mm Circular (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii) 600 mm Equilateral triangle (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Providing & Fixing of semi reflective cuationry board, mandatory and informatory sign board as per IRC : 67 made of 1.5mm thick M sheet duly stove white colour in front and gray colour in back with red reflective border of 65mm width and requried letter's and figures with refrective tape eng.. grade as per clause 1701.3.3 9.9 of MORD of rural rods of required colour and shade supported and welded on 47x47x12 SWG sheets tube firmly fixed to the ground by means of properly designed foundations with M-15 grade C.C. 450 x 450 x 6 mm 600 mm below G.L. as per approved drg. Clause No. 1701.2.2 (SOR Item No. 10.2 (iii)800x 600 mm Rectangular triangle (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

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 Logo of P.M.G.S.Y. (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor. (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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. (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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. (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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. (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu Dist.Parbhani)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ Item No- 11.4,l ] P.C.C. grade M10 (i) Nominal mix1:3:6 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.S

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 [ Item No- 12.5,l ] P.C.C. grade M15(i)Nominal mix1:2.5:5 (MDR-33 to Rajura Mapa Km 0/00 to 5/970 tq.Selu

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 [ Item No- 9.3 ( B ) ] 1000 mm dia (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu 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 [ Item No- 12.9 ( 2 ) ] P.V.C. Pipe 100 mm dia (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)

Providing and laying cement concrete wearing course M 30 grade including reinforcement. complete as per drawing and technical specifications Clauses 800 and 1206.3 (Improvement & Upgradation of Road From MDR-28 to Gohegaon Km 0/00 to 3/500 tq.Selu Dist.Parbhani)