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| 1 | Eexcavation 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 suitablematerial.I )Ordinary soil |
| 2 | Eexcavation 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 suitablematerial.III )Ordinary rock (blasting Prohibited) |
| 3 | 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. (Item No. 11.1 A / P.No. 44) Abutment |
| 4 | 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. (Item No. 11.1 A / P.No. 44)Pier |
| 5 | 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. (Item No. 11.1 A / P.No. 44)Returns |
| 6 | Providing concrete for plain cement concrete M-10 in open foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203 ( Item No. 11.4 (I) (i) / P.No. 45) |
| 7 | Providing concrete for plain cement concrete M-15 in open foundations complete as per drawing and Technical Specification Clauses 802,803,1202 and 1203 ( Item No. 11.4 (II) (i) / P.No. 45) |
| 8 | Providing and laying Plain cement concrete M-15 (Nominal Mix 1:2.5:5) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I) (i) / P.No. 47) |
| 9 | Providing and laying R.C.C. M-20 in substructure complete as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 and 1204 (Item No. 12.5 (III) / P.No. 47) |
| 10 | Providing and laying reinforced cement concrete M-25in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(Item No. 13.1 (II) / P.No. 50) |
| 11 | Providing and laying cement concrete wearing course M-30 grade including reinforcement @ 75kg / Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 50) |
| 12 | Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 (b) / P.No. 48) |
| 13 | Providing and fixing in position railing consisting of IS Rolled steel joist posts designation IS MB 100 (100 x 75) 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 specification Clause 1208.2 (Item No. 13.8 / P.No.51) |
| 14 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ( Item No. 12.7 / P.No. 48) |
| 15 | 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 / P.No. 50) |
| 16 | Expansion joint with 25 mm thich bitumenous pad (Rate as per PWD Nagpur CSR for 2009-10) (Item No.13.16 ( II) ( A) / P.No. 51) |
| 17 | Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD Nagpur CSR for 09-10) (Item No.13.16 (V) / P.No. 51) |
| 18 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8 (Item No. 12.11 / P.No. 48) |
| 19 | Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Item No. 12.10 (I) / P.No. 48) |
| 20 | Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (I) / P.No. 44) |
| 21 | Providing and fixing marble tablet of size and description as per detailed drawings including moulded marble / 1:2 CM border ( PWD Ngp. CSRItem No. 58 / P.No.211) |
| 22 | Painting two coats including primer coat after filling the surface with synhtetic enamel paint in all shades on new, plasterd / concrete surface as per drawing and technical specification clause 1701 (Item No. 10.5 / P.No. 39) |
| 23 | Filling annular sapce around Footing in rockas per Technical SpecificationClause 1203.4.3 |
| 24 | Providing 90 cm thick flexible stone mat as per standard drawing including supplying all materials at work site spreading and compaction etc. complete.Spec.No.: As directed by Engineer- in-charge. |
| 25 | \"Providing and laying reinforced cement concrete Pipe NP2 for culverts on first class bedding of granular material and 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. 9.4/ P.No. 36) |
| 26 | N/A |
| 27 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 / P.No. 7) |
| 28 | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. (Item No. 3.15 / P.No. 15) |
| 29 | Excavation for roadway in soil using mechanical means including cutting & pushing the earth to site of embankment up to a distance of 100 m including triming bottom & side slope in accordance with requirement of lines, grades & cross sections(Item No. 3.5 (II) / P.No. 13) |
| 30 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 ( Item No. 3.3 / Page No. 12 ) |
| 31 | Granular Sub-base with Well Graded Material (A)By Mix In Place Method.(ii) For Grading IIMaterial.Construction of granular sub-base by providing well graded material(All Crushed Metal), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.Item No.4.1( A ) (ii)-For Grading II Material P.18 |
| 32 | 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 roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(Item No. 4.8 (2)(B)/ P.No. 22) |
| 33 | Construction of Earthen Shoulders as per Technical Specification Clause 407(Item No. 4.10 (A) / P.No. 23) |
| 34 | Construction of Modified Penetration Macadam 50 mm thick over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.(Item No. 5.5 (A) / P.No. 27) |
| 35 | Providing and applying tack coat with Bitumen emulsion 60/70 using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.( Item No. 5.2 (i) / P. No. 26) |
| 36 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type Aas per Technical Specification Clause 508. (I.No. 5.9 (I) / P.No. 28) |
| 37 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B , as per Technical Specification Clause 510 (Item No. 5.12- A II (I) / P.No. 29) |
| 38 | Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(Item No. 10.16 / P.No. 41.) |
| 39 | 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 B / P.No. 38) |
| 40 | Providing and fixing a typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in 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 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Item No. 10.16 A / P.No. 41) |
| 41 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(Item No. 14.5 / P.No.55) |
| 42 | 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 M-30 (Grade) coarse and fine aggregate 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 weight bacher 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 showels , rakes, compacted using needle , scared and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joints , applying debounding strips, primer, sealant , dowel bars , near approaches to bridge/ culvert and coustruction joints , admixtures as approved , curing of concrete slabs for 14 days , using curing compound.(I.No.6.4 /P.No. 31) |
| 43 | 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 / P.No. 43) |
| 44 | Providing concrete for plain cement concrete M-10in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.(Item No. 11.4 (I) (ii) / P.No. 45) |
| 45 | Plain cement concrete Grade M-15 in substructure complete as per drawings and technical specifications Clause 802,804805,806,807,1202 and 1204(Item No. 12.5 (I) (i)/ P.No. 47) |
| 46 | Providing and laying reinforced cement concrete M-20 in superstructureas per drawing and Technical Specifications Clauses 802, 1205.4 and 1205.5 (Item No. 13.1 (I)/ P.No. 50) |
| 47 | Supplyingfitting and placing HYSD bar reinforcement ( Fe 415 ) in superstructurecomplete as per drawings and technical specification Clauses 1002, 1010 and 1202 (Item No. 13.2 / P.No. 50) |
