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

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

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

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. 100% P.D.

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

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. (SOR item No.2.7 b)

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.SOR item No.2.13 b)

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

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

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.

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

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.

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.

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

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

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

Earthwork in excavation for structures as per drg and tech specification clause 305-1 including setting out construction of shoring and bracing removal ogf stumps and other deterous material and disposal up to a lead of 50 m dressing of sides and bottom and backfilling in trenches with excavated sutable material (SOR item No.11.1.I.i) Ordinary Soil

Providing dry trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm. to 20 cm. thick including hand packing and compacting complete. Spec. No. : Bd.A.12 Page No. 264. DSR I.No.17, P.No.8. DSR I.No.17. P.No.10.(PWD DSR)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-10 ( Nominal Mix 1:3:6 )

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802, 803, 1202, 1203 ( Item No.11.4.I.i / WORD Specification No. 800 & 1200 ) J.P.C.C. grade M-15 ( Nominal Mix 1:2.5:5 )

Providing and laying reinforced cement concrete pipes NP3 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 head walls and parapets Clause .1106 (S.O.R.item No.9.3 A) 1000 mm dia.

I) Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

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

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

Reinforced cement concrete M-15 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 1704 5th Km stone

Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.9) Km stone

Reinforced cement concrete M-15 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 1704 (SSR Item No. 10.9) 200 M Stone

Reinforced cement concrete M-15 grade boundary pillers / local stone of standard design as per IRC-25 fixed in position including finishing and lettering but excluding painting as per drawing and Techenical specification Clause 1704 .(Item No.10.10)

Providing & Fixing of typical PMGSY informatory sign board with logo as per MORD specification & drawing 3 m.s.plates of 1.6 mm thick top & middle plate duly welded with MS flat iron 25mm x 5 mm size on back on edges.The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle frame of the lower most plate and the flat iron frame of middle plate will be welded to 2 No's . 75mmx75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm ,600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG steel plate tube.All MS will be stove enameled on both side.Lettering and printing arrow's border etc.will be painted with ready mixed synthetic enamel painl of superior quality in reqiured shade and colour all section's of framed post's and steel tube will be painted with primer and two coat's of epoxy paint as per drawing clause 1701 and Annexure 1700.1 (Item No OSR I.No. 10.13)

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

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

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) 900 mm equilateral triangle

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 x450 mm Rectangular triangle

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

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 cricular triangle

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.

Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 Assuming 100 cm width 10.90

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.