Pradhan Mantri Gram Sadak Yojana Tender

Excavation in Ordinary rock (not requiring blasting) upto 3.0mt depth 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.

Excavation in Hard rock (requiring blasting) 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 materia

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. (A1) For Open foundation for Abutment

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. (A1) For Open foundation for Pier

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC M-15 LEVELING COURSE

Filling annular space around footing in rock as per technical specification Clause 1203.4.3.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.RCC FOOTING M-30

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.For height upto 5 m

RCC CAP M-30 Providing and laying in situ/ ready mix controlled M-30 cement concrete of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete caps over piers and abutments including necessary scaffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer). with fine aggregates of required specifications (Natural sand/ VSI sand finely washed etc )

RCC STOPPER M-35 Providing and laying in situ/ ready mix controlled M-35 cement concrete of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete caps over piers and abutments including necessary scaffolding plywood/ steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete (Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer). with fine aggregates of required specifications (Natural sand/ VSI sand finely washed etc )

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 (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR 2019-20)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. grade M 30 for Deck slab

Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWD CSR for 2019-20) BR 43B Item no.14.33 pg no.123

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. grade M 30 for wearing course

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. grade M 20 for kerbing

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 1208.2

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 laid over prepared filter media as per drawing and technical specifications Clause 1302

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)

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 slpe and compacted to meet requirement of Tble 300.2 with lead upto 1000 m as per technical specification clause 300.1 (SSR I.No. 3.14)

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.I.NO.4.1A(i)

Providing laying, spreading and compacting stone aggregates of specific sizes to water bound mecadam 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 stone screening / binding material to fillup interstices of porous

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 3 as per Technical Specification Clause 405.

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 and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.I NO.5.1(ii)

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

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. 9.3 B) for Diversion

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. 10.10 (ii))

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.10.11)

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.

Sign Board of MMGSY/PMGSY Project Information: Providing and fixing of typical retro reflective MMGSY/PMGSY Project in formatory sign board with Logo as per section 1700 of MORD specification sand latest PMGSY Signage Manual/Circular and drawing.The board will be a composite unit consisting of Three Plates ACP (AluminumC omposite Panel),material specifications as per clause 17001.3.The to pmost plate will be of 3 mm AC Pindia mond shape of 600x600 mm size,riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.The middle 4mm AC P plate of will be 1200 x150mm size rive ted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.The main 4mm AC Plower most plate will be 1500mmx600 mm size,rive ted with MS angle iron frame of 25mmx25mmx5mm size.Riveting of all the sheet sover ang le and flat iron frame will bed on eneatly to have plain surface on one side.The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to twonos.75mmx75mmx12 swg sheet tubes posts placed at 1125mm apart centre to centre.the topof the middle plate will be flushed with the to pof 75mm dia medium steel tube posts and the seposts will be embedded in cement concrete M15 grade blck of 450x450x600 mm below ground level.The height of the bottom of the lower plate will be1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of th lower most plate.the diamond shaped plate mounted over flatan gleiron frame will be connected to middle plate by square steel section of 47mmx47mm,thickness 12SWG having as pacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point othe diamond shaped plate.MMGSY/PMGSYlogo,letters and numeral sonthe ACP should be made up of Retro Reflective sheet in go fClass-A/Class-BgradeasperthelatestMORDsection1700specifications(ReferCircularno.NRRDA-P013(11)/3/2019-Dir(Tech)dated02.12.2019).PrintingPMGSYLogo/MMGSYLogo/ProjectdescriptiononClassAorClassBtyperetroreflectivesheetingusingmoderntechnologyprintingplatform.TheprintershallbeapprovedbytheretroreflectivesheetingmanufacturerandprintedsignshallconformtoretroreflectivevaluesaslaiddowninIC67-2012.TheinksusedforprintingshallbeecofriendlywithVOCemissionscomplyingtoUL2801standardsandspecificationsforthedifferentkindsofplatfoms.TheprintedsignshallbelaminatedbyUVprotectedlaminateandshallcarryawarrantyof5years&7yearsforClassAandClassBsheetingrespectivelyfortrafficcolors.Allthesectionoftheframeandpostsshallbepaintedwithprimerandtwocoatsofepoxypaint.Thedesign,paintingandletteringshallbedoneasperthePMGSYSignageGuidelinesFig.2andasdirectedbyEngineer-In-charge..Awarrantyfor5/7yearsfortheRetroreflectivesheetingforClass-AandClass-