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| 1 | SH: EARTHWORK IN ROAD FORMATION |
| 2 | Widening in Hill Road(ii) Excavation in Hilly Areas in Soil by manual means(A) Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 |
| 3 | Widening in Hill RoadExcavation in Hilly Areas in Ordinary Rock by manual means not requiring blasting(A) Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.. |
| 4 | SH: EARTHEN SHOULDER |
| 5 | Constrution of embankment and sub-graded earthen shoulder with approved material obtained from borrow pits with a lift upto 1.5 m and lead , transporting to site spreading, grading to required slope and compact to meet requirement of tables also loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, sacrified 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 Table 300.1 and 300.2 with lead upto 1000 m as per technical specification clause 301.4.1 |
| 6 | SH: GRANULAR SUB-BASE (100 mm Thick) |
| 7 | 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. By Mix in Place Method. Grading I |
| 8 | SH: WBM GRADING III ( 75 mm thick) |
| 9 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mix in Place Method. For Grading III Materials |
| 10 | SH: CELL FILLED CEMENT CONCRETE |
| 11 | Construction of cell filled Roller compacted concrete pavement with coarse and fine aggregate confirming to IS 383, the size of coarse aggregate not exceeding 25mm with minimum agreegate of cement ratio of 5:1 and with minimum cement cement content of 310kg per cum agreegate gradation to be asper table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site laying with wheel barrows of steel pans or with mechanical paver, compacting with 80-100 kn smooth wheel tandem vibratory roller to achieve the designed cube strength, finishing and curing as per drawing and technical specification clause 1502. |
| 12 | SH: EARTHEN SIDE DRAIN |
| 13 | Earthwork in excavation for structures as per drawing and 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 suitable materialtechnical specification Clause 305.Ordinary soil |
| 14 | SH: PUCCA SIDE DRAIN (TRAPEZOIDAL SHAPED) |
| 15 | Earthwork in excavation for structures as per drawing and 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 suitable materialtechnical specification Clause 305.Ordinary soil |
| 16 | Plain cement concrete M10 grade |
| 17 | Stone masonry in cement mortar 1:5 |
| 18 | Plain cement concrete M15 grade |
| 19 | Cement plaster 15 mm thick 1:4 on stone masonry |
| 20 | Providing P.C.C. M20 architectural coping on top of wall |
| 21 | SH: PUCCA SIDE DRAIN (\"V\" SHAPED) |
| 22 | 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 suitable material. |
| 23 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803,1202 ans 1203[M -15 Plain base concrete] |
| 24 | Stone Masonry work in cement mortar in foundation complete as per drawings and technical specification Clauses 702,704,1202 & 1204 [CRM in CM 1:5] |
| 25 | Cement plaster 15 mm thick 1:4 on stone masonry |
| 26 | SH: R.C.C Slab Culvert (1.50 mtr-3 Nos, 2.00 mtr-3 Nos & 4.00 mtr-1 Nos.) |
| 27 | 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.Ordinary soilUpto 3 m depth |
| 28 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10Nominal mix 1:3.6 |
| 29 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:4 cement mortar |
| 30 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:5 cement mortar |
| 31 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8With Granular material |
| 32 | 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 |
| 33 | 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. (III) R.C.C. grade M 20 |
| 34 | 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 |
| 35 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.For design mix RCC M 20 |
| 36 | Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5. II) R.C.C. grade M 25 |
| 37 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 38 | SH : PROTECTIVE WORKS (Gabion Wall: 2 m ht.- 65 mtr., Gabion Wall: 3 m ht.- 75 mtr.) |
| 39 | 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 suitable material. |
| 40 | Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wirewhere felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. ( Based on SDB Rural Road Chapter-14, Item No.14.2) |
| 41 | SH: ROAD FURNITURE |
| 42 | Logo\" of PMGSY Project: 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 |
| 43 | Title information Board of PMGSY Project(RCC): Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC, (size of RCC post 25 cm x 25 cmx 90 cm below G.L. & 15 cm x 15 cm x 24 cm above G.L.), (size of board 2 x 90 cm x 80 cm x 7.7 cm) incl. earth work, finishing with 15 mm plaster 1 : 4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. |
| 44 | Safety Devices and Signs in Construction Zones: Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001. |
| 45 | Diversion one km ahead |
| 46 | Traffic sign ahead |
| 47 | Road ahead closed |
| 48 | Men at work |
| 49 | Road narrow |
| 50 | Un-even road |
| 51 | Slippery road |
| 52 | Loose chippings |
| 53 | Diversion |
| 54 | Do not enter |
| 55 | Road closed |
| 56 | Stop |
| 57 | Slow |
| 58 | Speed limit |
| 59 | Kilometre Stones 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 1703 |
| 60 | a]5th Kilometre Stone (precast) |
| 61 | b] Ordinary 1 Km. stone (Size - 66 x 35 x 25 cm) |
| 62 | Traffic Cone: Provision of red fluorescent with white reflective sleeve traffic cone made of Low Density Polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS:873 |
| 63 | Routine Maintenance |
| 64 | First Year |
| 65 | Second Year |
| 66 | Third Year |
| 67 | Fourth Year |
| 68 | Fifth Year |
