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| 1 | SH: JungleClearanceClearing 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, 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 201. |
| 2 | SH: EARTHWORK IN ROAD FORMATION { Widening}Excavation in Soil with Dozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 3 | Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 |
| 4 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 mExcavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 |
| 5 | SH: ScarifyingScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 6 | SH:- EARTHEN SHOULDERConstrution 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 |
| 7 | SH: GSB with Well Graded Material (Table 400.1)By Mix in Place MethodConstruction 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. (i). Grading - III |
| 8 | SH: WBM-IIWBM Grading-II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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 SpecificationClause 405.Water Bound Macadam Sub-base/base(A) By manual means. |
| 9 | SH: WBM-IIIProviding, 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. |
| 10 | SH: Prime coat. Providing andapplyingofprime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 1.2 - 1.5 kg per sqm. using mechanical means as per technical specification clause 502 (high porosity). |
| 11 | SH : Tack Coat.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. |
| 12 | SH: MixSealSurfacingProviding, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Manual meansType A Bitumin (S-90) |
| 13 | SH: R.C.C Slab Culverts [1.50 mtr span-6 Nos]FOUNDATIONEarthwork 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.( fordrain & CD 1.50 mtr)a) Ordinary soilUpto 3 m depth |
| 14 | 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 10(I) Nominal mix 1:3:6 |
| 15 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.II) Coursed Rubble Masonry (First sort) ii) In 1:4 Cement mortar. |
| 16 | SUBSTRUCTUREStone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204II) Coursed Rubble masonry (2nd Sort)(iii) In cement lime mortar (1:0.5:4.5) |
| 17 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I)Granular material |
| 18 | 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 |
| 19 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204For height upto 5 m.III) R.C.C. grade M 20 |
| 20 | 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 1204.3.11a) Copping on wing wall. |
| 21 | SUPERSTRUCTUREProviding and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I) R.C.C grade M 20(I) Nominal mix 1:2:4(a) End Pillar |
| 22 | 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 (a) Deck slab (b) Kerb |
| 23 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as perb drawing and technical specifications Clauses 1002, 1010 and 1202. (The steel to be used should be from primary producer likeTATA/SAIL/ESSER STEEL/ JINDAL/SHYAM STEEL). |
| 24 | SH: R/Wall & B/WallExcavation 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 |
| 25 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. |
| 26 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1204. (A) Cement mortar1:3 (1cement :3 sand) |
| 27 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 ..Brick masonry in 1:3 cement mortar |
| 28 | 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 |
| 29 | 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 |
| 30 | SH: V- SHAPE SIDE DRAINExcavation for StructuresEarthwork 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.I. Ordinary soilUpto 3 m depth |
| 31 | II. Ordinary rock (not requiring blasting)Upto 3 m depth |
| 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6 |
| 33 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 a556000nd 1204III. Random rubble masonry iii. In cement mortar (1:5) |
| 34 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 35 | SH : Road FurnitureProviding and Fixing \"Logo\" of PMGSY ProjectProviding 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 |
| 36 | Providing and Fixing 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. |
| 37 | Safety Devices and Signs in Construction ZonesProvision 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.b) Traffic sign ahead |
| 38 | d) Men at work |
| 39 | k) Road closed |
| 40 | i) Stop |
| 41 | m) Slow |
| 42 | n) Speed limit |
| 43 | k) Diversion one km ahead |
| 44 | 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]5th Kilometre Stone (precast) |
| 45 | b] Ordinary 1 Km. stone (Size - 66 x 35 x 25 cm) |
| 46 | c] 200 Mtr stone (precast) |
| 47 | SH: MiscellaneousItemConstruction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 |
| 48 | Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3 |
| 49 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 |
| 50 | Routine Maintenance |
| 51 | First Year |
| 52 | Second Year |
| 53 | Third Year |
| 54 | Fourth Year |
| 55 | Fifth Year |
| 56 | GST |
| 57 | Add GST @ 18% for Construction cost only |
