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| 1 | Site Clearance |
| 2 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. |
| 3 | Earth work in Embankment |
| 4 | Construction of embankment with approved materials obtained from borrow pits ,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 | Shoulder |
| 6 | Construction of embankment with approved materials obtained from borrow pits ,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 |
| 7 | GRANULAR SUB BASE |
| 8 | 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.[including aggregate pluging] as per clause 401.5 (i) For Grading I Materialrial |
| 9 | CTB |
| 10 | Cement Trearted base(CTB) with 75% local& 25% borrow materials a) For 5% quality of cement by weight of soil |
| 11 | PRIME COAT |
| 12 | 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 502 [Low porosity] |
| 13 | TACK COAT |
| 14 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 15 | MSS |
| 16 | Providing ,laying rolling of close gradedpremix surfacing mateerials of 25 mm thickness composed of 11.2mm to 0.090mm (Type-A) or 13.20mm to 0.90 mm (Type -B) aggregates usingpenetration grade to required line grade and level to serve as a wearing course on a previously prepared base, includong mixing in a suitable plant, laying and rolling with athree wheel 8-10 KN staticv roller and finishing to thr required level and graded as per Technical specification clause 509. Typy A)Bitumin S-90 With 5% Plastic materials. |
| 17 | TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES |
| 18 | Reinforced cement concrete M15grade 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 1703a)Ordinary Kilometer Stone (Precast) |
| 19 | b) 200 Mtr Stone |
| 20 | Providing and fixing of typical PMGSY 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 1700.1 |
| 21 | Providing and fixing of typical PMGSY Citizen Information signboard as per MORD specifications anddrawing of cast in situ RCC(size of RCC post 25 cm x 25 cm x 90 cm bellow GL and 15 cm x 15 cm x 245 cm above GL )(Size of board 2 x 90cm x 80 cm x 7.5 cm)incl. earth work,finishing with 15 mm plaster 1:4 and neat cement punning,applying priming coat,painting and lettering with appropriate colour with required shade of approved quality ready mix paint. |
| 22 | Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix |
| 23 | 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 |
| 24 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 |
| 25 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 II (ii)P.C.C Grade M-20 ( Speed Breaker) |
| 26 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 [ on boundary pillar] |
| 27 | PROTECTION WORK |
| 28 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 29 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 30 | Sub Head:-CD Structures( 1.50m Span) |
| 31 | Earth work in excavation for structures as per drawing and technical specifications Clause 305.1 i/c setting out,construction ofshoring and bracing,removal of stumps nd her deleterious material and disposal up to a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable materials . Up to 3 m depth |
| 32 | Providingconcrete for plain/reinforcement concrete in open foundations complete as per drawing and technical specifications Clause 802,803,1202 & 1203i)P.C.C. grade M 10Nominal mix 1:3:6[Normal Mix] |
| 33 | Stone Masonry work in cement mortar in foundation complete as per drawing and technical specifications Clause 702,704,1202 & 1203 i) Coursed Rubble Masonry (2nd short)in 1:4 cement mortar |
| 34 | Stone Masonry work in cement mortar for sub-structure complete as per drawing and technical specifications Clause 702,704,1202 & 1204i) Coursed Rubble Masonry (2nd short)in 1:5 cement mortar |
| 35 | Back filling behind the abutment ,wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8i) Sandy Material |
| 36 | Providingweep holes 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 structurewith slope of 1(V):20(H) toards drawing face complete as per drawing and technical specification Clause 614,709,104.3.7. |
| 37 | Providing & layingreinforced cement concrete arch complete i/c centering & shuttering excluding reinforcement as per drawing and specifications Clauses 800,900 and 1205.1 i)RCC grade M 25 (1:1.5:3) normal mix |
| 38 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
| 39 | Supplying, fitting and placing HYSD bar reinforcements in super structure complete as per drawing and technical spfications clauses 1002,1010 and 1202. a)HYSDBars |
| 40 | 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 |
| 41 | Back filling in foundation trenches as per drawing and technical specification Clause 305.3.9 i)Sand |
| 42 | Routine Maintenance |
| 43 | First Year |
| 44 | Second Year |
| 45 | Third Year |
| 46 | Fourth Year |
| 47 | Fifth Year |
