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| 1 | 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 earlierand 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 (A) In area of non-thorny jungle |
| 2 | Providing and Fixing \"Logo\" of PMGSY Project ProvidingandfixingoftypicalMMGSYinformatorysignboardwith 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 5msize on backon edges.The lowerplate willbe 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 cementconcreteM-15gradeblocksof450mmx 450mmx600mm, 600mmbelowgroundlevel. Thetopmostdiamondplatewillbe welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enamelled 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 |
| 3 | Providing and Fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500*1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60*60*75 cm size . information as provided in drawing of NRRDA shall be displayed on aCR/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 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 and WC Deptt. No. CMGSY - 2007 /CR/145/Yojana-9 dat 4.4.2007 |
| 4 | 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 sides and bottom and backfilling in trenches with excavated suitablematerial. ( In soil ) |
| 5 | 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 sides and bottom and backfilling in trenches with excavated suitablematerial. SOR Item No-11.1-I-(ii) (Ordinary rock) (not requiring blasting) |
| 6 | 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 sides and bottom and backfilling in trenches with excavated suitablematerial. SOR Item No-11.1 - I -(iii)( Hard rock ) (requiring blasting) |
| 7 | Providing, steel anchor dowels at the base of the wellincluding drilling holes upto 2.5 m. depth in rock, placing the dowels in position and effectively grouting the holes (25/32 mm. diameter steel rod of 4.0 m. length grouted upto 2.5 m. depth) etc. complete as directed by Engineer in charge. Spec. No. : BR.16 Page No. 120. DSR I.No.772, P.No.205. |
| 8 | 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 Item No-11.1 -A - (i) For Abutment |
| 9 | 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 Item No-11.1 -A - (ii) For Piers |
| 10 | 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 Item No-11.1 -A - (iii) For Returns |
| 11 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. -P.C.C.-M-15 |
| 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C Grade M 15 ( Leveling Course ) |
| 13 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 -PCC-M30 |
| 14 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (i) -R.C.C Grade M 30 |
| 15 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 16 | 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 SOR Item No-12.9 -100 mm dia PVC Pipe |
| 17 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No-12.10-(i)- Granular Material |
| 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 SOR Item No-12.11- Granular Crushed Aggregates |
| 19 | Providing and laying in position 90 cm thick flexible stone mat as per detailed drawing including laying and compaction, consolidation 15 to 23 cm soling, consolidation of 60mm size metal in two layers and compaction of 40 mm layers in single layers with watering etc complete as directed by Engineer in charge PWD SOR No.818- 90 cm thick flexible stone |
| 20 | Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cum complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 21 | 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 |
| 22 | 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 specifications |
| 23 | Providing and fixing in position tar paper bearing as per detailed drawings etc. complete as directed by engineer in charge. DSR I.No. 794 P.No. 210 |
| 24 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SOR Item No-14.5 -(i)- Pitching |
| 25 | 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 |
| 26 | 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 as per Technical Specification Clause 301.5 |
| 27 | 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. |
| 28 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 29 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN 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 grading 2 as per Technical Specification Clause 405. |
| 30 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 31 | 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. |
| 32 | 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 A or Type B or Type C as per Technical Specification Clause 508. |
| 33 | 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 |
| 34 | Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/ indicators stones/ boundary stones of 150 mm x 150 mm x 900 mm standard size and shape including fixing in block of standard size of cement concrete 1:4:8, white washing etc. complete. Spec. No. : Rd.70 Page No. 244. DSR I.No.698, P.No.183. |
| 35 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. - 750 mm Dia |
