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| 1 | MRL07-Road from Rakshasmari to Bhutia Ali Road |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps ofsuch trees cut earlier and disposal of unserviceable materials and stacking ofserviceable material to be used or auctioned, upto a lead of 1000 m includingremoval and disposal of top organic soil not exceeding 150 mm in thickness asper Technical Specification Clause 201.(i) By Manual Means-,(a) In area of non thorny jungle [SOR 25-26] [Item no. 2.2 (i) (a)] |
| 3 | Setting Out(v) Typical benchmark as per Drawing 200.1 [SOR 25-26] [Item no. 1.16 (v)] |
| 4 | Setting Out(vi) Typical reference pillar as per Drawing 200.2 [SOR 25-26] [Item no. 1.16 (vi)] |
| 5 | 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.(b)Above 600 mm to 900 mm dia Hume pipe [SOR 25-26] [Item no. 2.13 (b)] |
| 6 | Dismantling Brick/Tile WorkDismantling of existing structures like culverts, bridges, retaining walls andother structures comprising of brick masonry, including disposal ofunserviceable material and stacking the serviceable material with all lift andlead of 1000 m as per Technical Specification Clause 202.PCC M-10 & M-15 [SOR 25-26] [Item no. 2.6 (b)] |
| 7 | Dismantling of existing structures like culverts, bridges, retaining walls andother structure comprising of masonry, cement concrete, wood work, steel work,including T&P and scaffolding wherever necessary, sorting the dismantledmaterial, disposal of unserviceable material and stacking the serviceablematerial with all lifts and lead of 1000 m as per Technical Specification Clause202..... By Manual MeansStone Masonary [SOR 25-26] [Item no. 2.7 (b)] |
| 8 | Excavation in Ordinary SoilExcavation in Cutting in Soil by manual means with lead upto 50 mExcavation for roadway in soil using manual means for carrying of cut earth toembankment site with a lift upto 1.5 m and lead upto 50 m as per TechnicalSpecification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) [SOR 25-26] [item No. 3.5 (i)] |
| 9 | Construction of embankment with approved materials deposited at site fromroadway cutting and excavation from drain and foundation of other structuresgraded and compacted to meet requirement of Tables 300.1 and 300.2 as perTechnical Specification Clause 301.5 [SOR 25-26] [item No.3.3] |
| 10 | Construction of embankment with approved material obtained from borrow pitswith a lift upto 1.5 m, transporting to site, spreading, grading to required slopeand compacting to meet requirement of Tables 300.1 and 300.2 with a leadupto 1000 m as per Technical Specification Clause 301.5(i)Private Land [SOR 25-26] [item No.3.4 (i)] |
| 11 | Construction of subgrade and earthen shoulders with approved materialobtained from borrow pits with all lifts and leads, transporting to site, spreading,grading to required slope and compacted to meet requirement of Table 300.2with lead upto 1000 m as per Technical Specification Clause 303.1.(i) Private Land For Shoulder [SOR 25-26] [item No.3.14 (i)] |
| 12 | Construction of granular sub-base by providing well graded material, spreadingin uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause401.(ii)For Grading II Material [SOR 25-26] [item No.4.1 II (A)] |
| 13 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening/binding materials tofill-up the interstices of coarse aggregate, watering and compacting to therequired density grading 2 as per Technical Specification Clause 405Using stone screening Type-B 11.2 mm for Gr.IIBy Manual Means [SOR 25-26] [item No.4.7 II (A)] |
| 14 | WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizesto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening to fill-up theinterstices of coarse aggregate, watering and compacting to the requireddensity Grading 3 as per Technical Specification Clause 405.Using stone screening Type-B 11.2 mm for Gr.IIIBy Manual Means [SOR 25-26] [item No.4.7 III (A)] |
| 15 | Prime-Coat Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on preparedsurface of granular base including cleaning of road surface and spraying primerat the rate of 0.70-1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502 [SOR 25-26] [item No.5.1 (i)] |
| 16 | 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 granularsurfaces treated with primer & cleaned with Hydraulic broom as per TechnicalSpecification Clause 503.[SOR 25-26] [item No.5.2 (iii)] |
| 17 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20 mmthickness 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, gradeand level to serve as wearing course on a previously prepared base, includingmixing in a suitable plant, laying and rolling with a three wheel 8-10 kN staticroller and finishing to required level and grades as per Technical SpecificationClause 509(II) By Mechanical Means(B)Type B(ii)Bitumen (S-65) [SOR 25-26] [item No.5.11 (II) (B) (ii)] |
| 18 | Reinforced cement concrete M15 grade 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(ii) Ordinary Kilometer Stone (precast) [SOR 25-26] [Item No. 10.10 (ii)] |
| 19 | Reinforced cement concrete M15 grade 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(iii) 200 m Stone (precast) [SOR 25-26] [Item No. 10.10 (iii)] |
| 20 | Providing and fixing of typical PMGSY informatory sign board with Logo as perMORD specifications and drawing. Three MS Plates of 1.6 mm thick, top andmiddle 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 x5mm. The angle iron frame of the lower most plate and flat iron frame of middleplate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts dulyembedded in cement concrete M-15 grade blocks of 450mm x 450mm x600mm, 600mm below ground level. The top most diamond plate will bewelded 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 inrequired shade and colour. All sections of framed posts and steel tube will bepainted with primer and two coats of epoxy paint as per drawing Clause 1701and Annexure 1700.1 [SOR 25-26] [Item as per analysis] |
| 21 | Providing and fixing of typical Citizens Information Board and Maintanance Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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 [SOR 25-26] [Item as per analysis] |
| 22 | Title Informatory Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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 [SOR 25-26] [Item as per analysis] |
| 23 | Providing and fixing of semi reflective cautionary, mandatory and informatorysign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove whitecolour in front and gray colour on back with red reflective border of 65 mm widthand required letters and figures with reflective tape engineering grade as perClause 1701.3.9 of MORD for Rural Roads of required shade and coloursupported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed tothe ground by mean of properly designed foundations with M-15 grade cementconcrete 450x450x600 mm, 600 mm below ground level as per approveddrawing Clause 1701.2.2600mm equilateral triangle [SOR 25-26] [Item No. 10.2 (B) (I) (ii)] |
| 24 | Providing and fixing of semi reflective cautionary, mandatory and informatorysign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove whitecolour in front and gray colour on back with red reflective border of 65 mm widthand required letters and figures with reflective tape engineering grade as perClause 1701.3.9 of MORD for Rural Roads of required shade and coloursupported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed tothe ground by mean of properly designed foundations with M-15 grade cementconcrete 450x450x600 mm, 600 mm below ground level as per approveddrawing Clause 1701.2.2900mm side octagon [SOR 25-26] [Item No. 10.2 (B) (I) (vii)] |
| 25 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specificationsEdge & Centre Line Marking, Padestraian Crossing Markings [SOR 25-26] [Item No. 16.34] |
| 26 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702.[SOR 25-26] [Item No. 10.80] |
| 27 | Rumble Strips:- WBM Grading 3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.Using stone screening Type-B 11.2 mm for Gr.IIIBy Manual Means [SOR 25-26] [item No.4.7 III (A)].. [SOR 25-26] [item No.4.7 III (A)] |
| 28 | Tack-coat 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.[SOR 25-26] [item No.5.2 (iii)].. [SOR 25-26] [item No.5.2 (iii)] |
| 29 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20 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 509(II) By Mechanical Means (B)Type B(ii)Bitumen (S-65) [SOR 25-26] [item No.5.11 (II) (B) (ii)]... [SOR 25-26] [item No.5.11 (II) (B) (ii)] |
| 30 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on new Work (Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of all dirts, dusts and other foreign matter, demarcation at site and traffic control.) (ii) Up to 10 cm in width .. [SOR 25-26] [item No10.8/803] |
| 31 | 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.(I) Ordinary soil [SOR 25-26][Item No. 11.1 (I)] |
| 32 | Providing and laying parapet with PCC M 15 as per drawing & technical specifications Clauses 800 and 1208.4 A) With crushed stone ii. Nominal mix (1:2.5:5) [SOR 25-26][Item No. 11.4 I (B) (i)] |
| 33 | Bedding of pipeType B (First Class) BeddingLaying (First Class) bedding on well compacted approved granular material asper Clause 1105 (ii) [SOR 25-26] [Item No. 9.2 (B) (ii)] |
| 34 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.II. In 1:4 cement mortar [SOR 25-26] [Item No. 11.6 (B) (ii)] |
| 35 | Stone masonry work in cement mortar in sub structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.II. In 1:4 cement mortar [SOR 25-26] [Item No. 12.4 (B) (ii)] |
| 36 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B) 1000 mm dia [SOR 25-26] [item No. 9.3 (ii)] |
| 37 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification [SOR 25-26] [item No. 9.11] |
| 38 | 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.(i) Private Land (for Earth Work in cushioning) [SOR 25-26] [item No. 3.14 (i)] |
| 39 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203A. With crushed stone. (I) P.C.C grade M 10 Nominal mix 1:3:6 [SOR 25-26] [Item No. 11.4 I (A) (i)] |
| 40 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203(I) Brick masonry in 1:3 cement mortar [SOR 25-26] [Item No. 11.5 (ii)] |
| 41 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 B. With Natural Gravel (ii) R.C.C M25 (a) Height upto 5M [SOR 25-26] [item No. 13.1 I (B) (a)] |
| 42 | Plain/reinforced cement concrete in substructure, A. With Crushed Stone I. P.C.C grade M 15 i.Nominal mix (1:2.5:5) [SOR 25-26] [Item No. 12.5 (I) (A) (i) |
| 43 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 [SOR 25-26] [ item No. 12.11] |
| 44 | 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 25-26] [ item No. 12.9] |
| 45 | Supplying, fitting and placing TMT Corrosion Resistant Steel (CRS)reinforcement bar of Fe-550N/sqmm (Fe-550 D) from Primary Producer (TATA/SAIL/ Esser Steel/ Jindal steel/ Shyam steel/ RINL) in substructrue complete asper drawings and technical specification Clauses 1002, 1005, 1010 & 1202. [SOR 25-26] [ item No. 12.6] Please Enable Macros to View BoQ information |
