Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | A)Construction of Submersiable Bridge at ch 7/414 on ODR-51 to Kunki to Jalkot to Rawankola to Atnoor Block Jalkot |
| 2 | Dismantling of Structures,Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 SR.NO.2.5 P.NO.9 As directed by Engineer Incharge. |
| 3 | 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.SR.NO 11.1 P.NO 46 (IN ORDINARY SOIL) As directed by Engineer Incharge. |
| 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.SR.NO 11.1 P.NO 45 IN ORDINARY ROCK (NOT REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge. |
| 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.SR.NO 11.1 P.NO 45 IN HARD ROCK ( REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge. |
| 6 | Dewatering including diversion of stream,providing cofferdams,bunds,etc.as may be necessary for foundation and other parts of the work and balling out water during and after excavation s required.SR.NO 11.1 A P.NO 46 As directed by Engineer Incharge. |
| 7 | For Abutment As directed by Engineer Incharge. |
| 8 | For returns As directed by Engineer Incharge. |
| 9 | For PIERS As directed by Engineer Incharge. |
| 10 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9SR.NO 11.2 P.NO 46 II .Rubble Filling For BC soil As directed by Engineer Incharge. |
| 11 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203SR.NO 11.4 P.NO 47 (PCC GRADE M-15) As directed by Engineer Incharge. |
| 12 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3.SR.NO 11.3 P.NO 44 (PCC GRADE M-15) As directed by Engineer Incharge. |
| 13 | Providing steel anchor dowel bars of 32 mm diameter and 4 mlength at the base of the well including drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etccomplete. DSR NO.12.47 PAGENO.89 PWD DSR 22-23 As directed by Engineer Incharge. |
| 14 | 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 mSR.NO 13.1 III P.NO 49 (PCC GRADE M25 FOR ABUTMENTS) As directed by Engineer Incharge. |
| 15 | 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 mSR.NO 13.1 III P.NO 49(PCC GRADE M30 FOR PIER AND ABUTMENTS CAPS,CANTILEVER RETURNS) As directed by Engineer Incharge. |
| 16 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202SR.NO 12.7 P.NO 49 As directed by Engineer Incharge. |
| 17 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8SR.NO 12.10 P.NO 50 (GRANULAR MATERIAL) As directed by Engineer Incharge. |
| 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 1204.3.8SR.NO 12.11 P.NO 50 As directed by Engineer Incharge. |
| 19 | II) 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 SR.NO 12.9 P.NO 50 As directed by Engineer Incharge. |
| 20 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5SR.NO 13.1 P.NO 52 (RCC M30 FOR SOLID DECK SLAB) As directed by Engineer Incharge. |
| 21 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5SR.NO 13.1 P.NO 52(RCC M30 FOR DERT WALL AND KERBS) As directed by Engineer Incharge. |
| 22 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202SR.NO 13.3 P.NO 52 As directed by Engineer Incharge. |
| 23 | Providing and laying cement concrete wearing course M 30 grade excluding reinforcement @ 38kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3 SR.NO 13.5 P.NO 52 As directed by Engineer Incharge. |
| 24 | Providing Tar paper bearing of approved quality in propoer size (SR.NO 13.16 P.NO 54 (V) As directed by Engineer Incharge. |
| 25 | III) Expansion joint with 25 mm thick bituminous pad ( Compressible Rubber Pad 2018-19) SR.NO 13.16 P.NO 54 II A As directed by Engineer Incharge. |
| 26 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) 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 1208.2SR.NO 13.8 P.NO 53 As directed by Engineer Incharge. |
| 27 | Providing and fixing Granite/Marble tablet of 15 mm to 18 mm thickness ,including making groove in wall / concrate surface filling joints with slurry,curing,polishing,rounding edges,as required cleaning etc complete of size and description as per detailed drawings including embosseing and fitting in 1:2 cm border SR.NO 12.15 P.NO 50 As directed by Engineer Incharge. |
| 28 | Providing and fixing reinforced cement concrete M-15 square/ Circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complete as directed by Engineer in charge. Spec. No.:As per directed by Engineer in charge DSR NO.10.11 PAGENO. 55 As directed by Engineer Incharge. |
| 29 | Clearing and Grubbing Road Landincluding 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201SR.NO.2.2 P.NO.8 As directed by Engineer Incharge. |
| 30 | (A) In area of non-thorny jungle As directed by Engineer Incharge. |
| 31 | (B) In area of Thornly jungle As directed by Engineer Incharge. |
| 32 | 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.SR.NO.2.13 P.NO 9 (C) Above 900 mm dia Hume pipe As directed by Engineer Incharge. |
| 33 | (iii) Excavation for roadwork in soil with hydraulic excavator of0.9 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 SR.NO.3.5 P.NO 14 (III) (BY MECHANICAL MEANS) As directed by Engineer Incharge. |
| 34 | Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SR.NO.3.3 P.NO 13 As directed by Engineer Incharge. |
| 35 | Construction of Embankment with Material Obtained from Borrow Pits,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 with a lead upto 1000 m as per Technical Specification Clause 301.5 SR.NO.3.4 P.NO 13 As directed by Engineer Incharge. |
| 36 | Construction of Subgrade and Earthen Shoulders,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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.SR.NO.3.14 P.NO 16 As directed by Engineer Incharge. |
| 37 | (A) By Mix in Place Method,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 vibratoryroller to achieve thedesired density, complete as per Technical Specification Clause 401.SR.NO.4.1 P.NO 19 As directed by Engineer Incharge. |
| 38 | 2)WBM Grading 2,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 kNin stages to proper grade and camber, applying and brooming, stone screening binding meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.SR.NO.4.8 2 P.NO 22 As directed by Engineer Incharge. |
| 39 | (ii) 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 preparedbituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SR.NO 5.2 P.NO 27 As directed by Engineer Incharge. |
| 40 | (i) Low porosity,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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502SR.NO 5.1 P.NO 27 As directed by Engineer Incharge. |
| 41 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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. SR.NO 4.8(3B)P.NO 21 As directed by Engineer Incharge. |
| 42 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,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. SR.NO 5.9 P.No. 29(BY MECHANICAL MEANS BITUMEN VG-30) As directed by Engineer Incharge. |
| 43 | Seal Coat,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 SR.NO 5.12 P.NO 30 As directed by Engineer Incharge. |
| 44 | Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm 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 steelplate.All lettering and painting 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&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) SR.NO 10.16 P.NO 42 As directed by Engineer Incharge. |
| 45 | Providing and Fixing \"Logo\" of MMGSY Project,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 1700.1SR.NO 10.16 P.NO 42 As directed by Engineer Incharge. |
| 46 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SR.NO 14.5 P.NO 56(STONE/BOULDER) As directed by Engineer Incharge. |
| 47 | Providing and Laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material 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.SR.NO 9.4 P.NO 34 As directed by Engineer Incharge. |
| 48 | Semi Reflective Traffic Signs: Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.SR.NO.10.2 (B) P.NO.39 As directed by Engineer Incharge. |
| 49 | 600 x 450 mm rectangular As directed by Engineer Incharge. |
| 50 | 900 x 600 mm rectangular As directed by Engineer Incharge. |
| 51 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 SR.NO 10.50 P. NO.40 As directed by Engineer Incharge. |
| 52 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Objectmarkers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the roundand confirming to I.R.C. 79 and the drawingsMORTH 806 Number 1047 21 PWD SSR 2022-23 I.NO 6.15 P.NO 50 As directed by Engineer Incharge. |
| 53 | Construction of Submersiable Bridge at ch 10/400 on ODR-51 to Kunki to Jalkot to Rawankola to Atnoor Block Jalkot |
| 54 | Dismantling of Structures,Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 SR.NO.2.5 P.NO.9 As directed by Engineer Incharge. |
| 55 | 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.SR.NO 11.1 P.NO 46 (IN ORDINARY SOIL) As directed by Engineer Incharge. |
| 56 | 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.SR.NO 11.1 P.NO 45 IN ORDINARY ROCK (NOT REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge. |
| 57 | 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.SR.NO 11.1 P.NO 45 IN HARD ROCK ( REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge. |
| 58 | Dewatering including diversion of stream,providing cofferdams,bunds,etc.as may be necessary for foundation and other parts of the work and balling out water during and after excavation s required.SR.NO 11.1 A P.NO 46 As directed by Engineer Incharge. |
| 59 | For Abutment As directed by Engineer Incharge. |
| 60 | For returns As directed by Engineer Incharge. |
| 61 | For PIERS As directed by Engineer Incharge. |
| 62 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9SR.NO 11.2 P.NO 46 II .Rubble Filling For BC soil As directed by Engineer Incharge. |
| 63 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203SR.NO 11.4 P.NO 47 (PCC GRADE M-15) As directed by Engineer Incharge. |
| 64 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3.SR.NO 11.3 P.NO 44 (PCC GRADE M-15) As directed by Engineer Incharge. |
| 65 | Providing steel anchor dowel bars of 32 mm diameter and 4 mlength at the base of the well including drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etccomplete. DSR NO.12.47 PAGENO.89 PWD DSR 22-23 As directed by Engineer Incharge. |
| 66 | 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 mSR.NO 13.1 III P.NO 49 (PCC GRADE M25 FOR ABUTMENTS) As directed by Engineer Incharge |
| 67 | 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 mSR.NO 13.1 III P.NO 49(PCC GRADE M30 FOR PIER AND ABUTMENTS CAPS,CANTILEVER RETURNS) As directed by Engineer Incharge. |
| 68 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202SR.NO 12.7 P.NO 49 As directed by Engineer Incharge. |
| 69 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8SR.NO 12.10 P.NO 50 (GRANULAR MATERIAL) As directed by Engineer Incharge. |
| 70 | 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 1204.3.8SR.NO 12.11 P.NO 50 As directed by Engineer Incharge. |
| 71 | II) 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 SR.NO 12.9 P.NO 50 As directed by Engineer Incharge. |
| 72 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5SR.NO 13.1 P.NO 52 (RCC M30 FOR SOLID DECK SLAB) As directed by Engineer Incharge. |
| 73 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5SR.NO 13.1 P.NO 52(RCC M30 FOR DERT WALL AND KERBS) As directed by Engineer Incharge. |
| 74 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202SR.NO 13.3 P.NO 52 As directed by Engineer Incharge. |
| 75 | Providing and laying cement concrete wearing course M 30 grade excluding reinforcement @ 38kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3 SR.NO 13.5 P.NO 52 As directed by Engineer Inc |
| 76 | Providing Tar paper bearing of approved quality in propoer size (SR.NO 13.16 P.NO 54 (V) As directed by Engineer Incharge. |
| 77 | III) Expansion joint with 25 mm thick bituminous pad ( Compressible Rubber Pad 2018-19) SR.NO 13.16 P.NO 54 II A As directed by Engineer Incharge. |
| 78 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) 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 1208.2SR.NO 13.8 P.NO 53 As directed by Engineer Incharge. |
| 79 | Providing and fixing Granite/Marble tablet of 15 mm to 18 mm thickness ,including making groove in wall / concrate surface filling joints with slurry,curing,polishing,rounding edges,as required cleaning etc complete of size and description as per detailed drawings including embosseing and fitting in 1:2 cm border SR.NO 12.15 P.NO 50 As directed by Engineer Incharge. |
| 80 | Providing and fixing reinforced cement concrete M-15 square/ Circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complete as directed by Engineer in charge. Spec. No.:As per directed by Engineer in charge DSR NO.10.11 PAGENO. 55 As directed by Engineer Incharge. |
| 81 | Clearing and Grubbing Road Landincluding 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201SR.NO.2.2 P.NO.8 As directed by Engineer Incharge. |
| 82 | (A) In area of non-thorny jungle As directed by Engineer Incharge. |
| 83 | (B) In area of Thornly jungle As directed by Engineer Incharge. |
| 84 | 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.SR.NO.2.13 P.NO 9 (C) Above 900 mm dia Hume pipe As directed by Engineer Incharge. |
| 85 | (iii) Excavation for roadwork in soil with hydraulic excavator of0.9 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 SR.NO.3.5 P.NO 14 (III) (BY MECHANICAL MEANS) As directed by Engineer Incharge. |
| 86 | Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SR.NO.3.3 P.NO 13 As directed by Engineer Incharge. |
| 87 | Construction of Embankment with Material Obtained from Borrow Pits,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 with a lead upto 1000 m as per Technical Specification Clause 301.5 SR.NO.3.4 P.NO 13 As directed by Engineer Incharge. |
| 88 | Construction of Subgrade and Earthen Shoulders,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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.SR.NO.3.14 P.NO 16 As directed by Engineer Incharge. |
| 89 | (A) By Mix in Place Method,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 vibratoryroller to achieve thedesired density, complete as per Technical Specification Clause 401.SR.NO.4.1 P.NO 19 As directed by Engineer Incharge. |
| 90 | 2)WBM Grading 2,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 kNin stages to proper grade and camber, applying and brooming, stone screening binding meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.SR.NO.4.8 2 P.NO 22 As directed by Engineer Incharge. |
| 91 | (ii) 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 preparedbituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SR.NO 5.2 P.NO 27 As directed by Engineer Incharge. |
| 92 | (i) Low porosity,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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502SR.NO 5.1 P.NO 27 As directed by Engineer Incharge. |
| 93 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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. SR.NO 4.8(3B)P.NO 21 As directed by Engineer Incharge. |
| 94 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,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. SR.NO 5.9 P.No. 29(BY MECHANICAL MEANS BITUMEN VG-30) As directed by Engineer Incharge. |
| 95 | Seal Coat,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 SR.NO 5.12 P.NO 30 As directed by Engineer In |
| 96 | Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm 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 steelplate.All lettering and painting 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&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) SR.NO 10.16 P.NO 42 As directed by Engineer Incharge. |
| 97 | Providing and Fixing \"Logo\" of MMGSY Project,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 1700.1SR.NO 10.16 P.NO 42 As directed by Engineer Incharge. |
| 98 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SR.NO 14.5 P.NO 56(STONE/BOULDER) As directed by Engineer Incharge. |
| 99 | Providing and Laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material 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.SR.NO 9.4 P.NO 34 As directed by Engineer Incharge. |
| 100 | Semi Reflective Traffic Signs: Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.SR.NO.10.2 (B) P.NO.39 As directed by Engineer Incharge. |
| 101 | 600 x 450 mm rectangular As directed by Engineer Incharge. |
| 102 | 900 x 600 mm rectangular As directed by Engineer Incharge. |
| 103 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 SR.NO 10.50 P. NO.40 As directed by Engineer Incharge. |
| 104 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Objectmarkers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the roundand confirming to I.R.C. 79 and the drawingsMORTH 806 Number 1047 21 PWD SSR 2022-23 I.NO 6.15 P.NO 50 As directed by Engineer Incharge. |
| 105 | C)Construction of Submersiable Bridge at ch 10/400 on ODR-51 to Kunki to Jalkot to Rawankola to Atnoor Block Jalkot |
| 106 | Dismantling of Structures,Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 SR.NO.2.5 P.NO.9 As directed by Engineer Incharge. |
| 107 | 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.SR.NO 11.1 P.NO 46 (IN ORDINARY SOIL) As directed by Engineer Incharge. |
| 108 | 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.SR.NO 11.1 P.NO 45 IN ORDINARY ROCK (NOT REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge. |
| 109 | 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.SR.NO 11.1 P.NO 45 IN HARD ROCK ( REQUIRED BLASTING) UPTO 3 M DEPTH As directed by Engineer Incharge. |
| 110 | Dewatering including diversion of stream,providing cofferdams,bunds,etc.as may be necessary for foundation and other parts of the work and balling out water during and after excavation s required.SR.NO 11.1 A P.NO 46 As directed by Engineer Incharge. |
| 111 | For Abutment As directed by Engineer Incharge. |
| 112 | For returns As directed by Engineer Incharge. |
| 113 | For PIERS As directed by Engineer Incharge. |
| 114 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9SR.NO 11.2 P.NO 46 II .Rubble Filling For BC soil As directed by Engineer Incharge. |
| 115 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203SR.NO 11.4 P.NO 47 (PCC GRADE M-15) As directed by Engineer Incharge. |
| 116 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3.SR.NO 11.3 P.NO 44 (PCC GRADE M-15) As directed by Engineer Incharge. |
| 117 | Providing steel anchor dowel bars of 32 mm diameter and 4 mlength at the base of the well including drilling holes of 60 mmdiameter up to 2.5 m depth in rock, placing the dowels inposition and effectively grouting the holes with CM 1:1 etccomplete. DSR NO.12.47 PAGENO.89 PWD DSR 22-23 As directed by Engineer Incharge. |
| 118 | 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 mSR.NO 13.1 III P.NO 49 (PCC GRADE M30 FOR ABUTMENTS) As directed by Engineer Incharge. |
| 119 | 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 mSR.NO 13.1 III P.NO 49(PCC GRADE M30 FOR PIER AND ABUTMENTS CAPS,CANTILEVER RETURNS) As directed by Engineer Incharge. |
| 120 | Supplying, fitting and placing ( Fe 415 ) TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202SR.NO 12.7 P.NO 49 As directed by Engineer Incharge. |
| 121 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8SR.NO 12.10 P.NO 50 (GRANULAR MATERIAL) As directed by Engineer Incharge. |
| 122 | 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 1204.3.8SR.NO 12.11 P.NO 50 As directed by Engineer Incharge. |
| 123 | II) 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 SR.NO 12.9 P.NO 50 As directed by Engineer Incharge. |
| 124 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5SR.NO 13.1 P.NO 52 (RCC M30 FOR SOLID DECK SLAB) As directed by Engineer Incharge. |
| 125 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5SR.NO 13.1 P.NO 52(RCC M30 FOR DERT WALL AND KERBS) As directed by Engineer Incharge. |
| 126 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202SR.NO 13.3 P.NO 52 As directed by Engineer Incharge. |
| 127 | Providing and laying cement concrete wearing course M 30 grade excluding reinforcement @ 38kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3 SR.NO 13.5 P.NO 52 As directed by Engineer Incharge. |
| 128 | Providing Tar paper bearing of approved quality in propoer size (SR.NO 13.16 P.NO 54 (V) As directed by Engineer Incharge. |
| 129 | III) Expansion joint with 25 mm thick bituminous pad ( Compressible Rubber Pad 2018-19) SR.NO 13.16 P.NO 54 II A As directed by Engineer Incharge. |
| 130 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) 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 1208.2SR.NO 13.8 P.NO 53 As directed by Engineer Incharge. |
| 131 | Providing and fixing Granite/Marble tablet of 15 mm to 18 mm thickness ,including making groove in wall / concrate surface filling joints with slurry,curing,polishing,rounding edges,as required cleaning etc complete of size and description as per detailed drawings including embosseing and fitting in 1:2 cm border SR.NO 12.15 P.NO 50 As directed by Engineer Incharge. |
| 132 | Providing and fixing reinforced cement concrete M-15 square/ Circular guard stone including mild steel reinforcement fixing in cement concrete M-8 block including white washing etc. complete as directed by Engineer in charge. Spec. No.:As per directed by Engineer in charge DSR NO.10.11 PAGENO. 55 As directed by Engineer Incharge. |
| 133 | Clearing and Grubbing Road Landincluding 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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201SR.NO.2.2 P.NO.8 As directed by Engineer Incharge. |
| 134 | (A) In area of non-thorny jungle As directed by Engineer Incharge. |
| 135 | (B) In area of Thornly jungle As directed by Engineer Incharge. |
| 136 | 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.SR.NO.2.13 P.NO 9 (C) Above 900 mm dia Hume pipe As directed by Engineer Incharge. |
| 137 | (iii) Excavation for roadwork in soil with hydraulic excavator of0.9 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 SR.NO.3.5 P.NO 14 (III) (BY MECHANICAL MEANS) As directed by Engineer Incharge. |
| 138 | Construction of Embankment with Material Obtained from Roadway Cutting,Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 SR.NO.3.3 P.NO 13 As directed by Engineer Incharge. |
| 139 | Construction of Embankment with Material Obtained from Borrow Pits,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 with a lead upto 1000 m as per Technical Specification Clause 301.5 SR.NO.3.4 P.NO 13 As directed by Engineer Incharge. |
| 140 | Construction of Subgrade and Earthen Shoulders,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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.SR.NO.3.14 P.NO 16 As directed by Engineer Incharge. |
| 141 | (A) By Mix in Place Method,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 vibratoryroller to achieve thedesired density, complete as per Technical Specification Clause 401.SR.NO.4.1 P.NO 19 As directed by Engineer Incharge. |
| 142 | 2)WBM Grading 2,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 kNin stages to proper grade and camber, applying and brooming, stone screening binding meterials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.SR.NO.4.8 2 P.NO 22 As directed by Engineer Incharge. |
| 143 | (ii) 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 preparedbituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. SR.NO 5.2 P.NO 27 As directed by Engineer Incharge. |
| 144 | (i) Low porosity,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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502SR.NO 5.1 P.NO 27 As directed by Engineer Incharge. |
| 145 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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. SR.NO 4.8(3B)P.NO 21 As directed by Engineer Incharge. |
| 146 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder,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. SR.NO 5.9 P.No. 29(BY MECHANICAL MEANS BITUMEN VG-30) As directed by Engineer Incharge. |
| 147 | Seal Coat,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 SR.NO 5.12 P.NO 30 As directed by Engineer Incharge. |
| 148 | Providing and fixing a typical MMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500x1150mmwith75mm square or round steel tube for support fixed in a concrete block of 60x60x75cm 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 steelplate.All lettering and painting 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&WC Deptt.No.CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) SR.NO 10.16 P.NO 42 As directed by Engineer Incharge. |
| 149 | Providing and Fixing \"Logo\" of MMGSY Project,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 1700.1SR.NO 10.16 P.NO 42 As directed by Engineer Incharge. |
| 150 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 SR.NO 14.5 P.NO 56(STONE/BOULDER) As directed by Engineer Incharge. |
| 151 | Providing and Laying Reinforced Cement Concrete Pipe NP2 for culverts on first class bedding of granular material 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.SR.NO 9.4 P.NO 34 As directed by Engineer Incharge. |
| 152 | Semi Reflective Traffic Signs: Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 65 mm X 65 mm X 6 mm - 3.5 mtr height,firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 mtr. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.SR.NO.10.2 (B) P.NO.39 As directed by Engineer Incharge. |
| 153 | 600 x 450 mm rectangular As directed by Engineer Incharge. |
| 154 | 900 x 600 mm rectangular As directed by Engineer Incharge. |
| 155 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 SR.NO 10.50 P. NO.40 As directed by Engineer Incharge. |
| 156 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Objectmarkers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the roundand confirming to I.R.C. 79 and the drawingsMORTH 806 Number 1047 21 PWD SSR 2022-23 I.NO 6.15 P.NO 50 As directed by Engineer Incharge. |
| 157 | MMGSY / PMGSY Maintenance Information Board- Providing and fixing of typical MMGSY / PMGSY Retro Reflective information boardas per section 1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.The ACP sheets of 3 mm thick, of 1500mmx900 mm size duly rivetted with MSangles of 25 x 25x 5 mm thick M.S angle. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of the plate will be welded to twonos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart centre to centre. These two posts will be embeded in cement concrete M15 grade block of 600x600x750mm below ground level. The height of the bottom of the plate will be 775mm from normal 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). 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. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.5 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. SR.NO 10.23 A P.NO 40 As directed by Engineer Incharge. |
We are a group of professionals specializing in custom software development, web development, mobile app development, IOT base solutions, web design, graphics & Enterprise solutions provid.
Copyright © 2026 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
