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| 1 | MRL 01 Balijan Deoghoria Road to Deogharia - Helaiguri RoadPackage No.: AS-21-752 |
| 2 | Clearing 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 earlier and 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.(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 and other structures comprising of brick masonry, including disposal of unserviceable 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 and other 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 serviceable material 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 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification 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 from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 [SOR 25-26] [item No.3.3] |
| 10 | 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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 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 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 300.2with 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, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.(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 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 Specification Clause 405 Using 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 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)] |
| 15 | Prime-Coat 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 primerat the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 [SOR 25-26] [item No.5.1 (i)] |
| 16 | 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 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 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, gradeand 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 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 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 dulyembedded 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 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 | Road Safety Works :- 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 whitecolour 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 coloursupported 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 [SOR 25-26] [Item No. 10.2 (B) (I)] . 600mm equilateral triangle [SOR 25-26] [Item No. 10.2 (B) (I) (ii)] |
| 24 | 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 widthand 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 tothe 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 [SOR 25-26] [Item No. 10.2 (B) (I)] . 900mm 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 specifications Edge & 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 | Cross Drainaige Works :- '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 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 '(I)With crushed Stone M20 [SOR 25-26] [Item No. 12.5 I (C) (i)] |
| 35 | 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)] |
| 36 | Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification [SOR 25-26] [item No. 9.11] |
| 37 | 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)] |
| 38 | 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) |
| 39 | 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] |
| 40 | 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 as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. [SOR 25-26] [ item No. 12.6] |
| 41 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material [SOR 25-26] [ item No. 12.10 (i)] |
| 42 | Drainage spouts complete as per drawing and technical specifications Clause 1209 [SOR 25-26] [Item no. 12.10] |
| 43 | Filler Joint:- Providing and fixing 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans,covered with sealant complete as per drawing and technical specification.[SOR 25-26] [item No. 13.16 (iii)] |
| 44 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 [SOR 25-26] [Item No. 13.6] |
| 45 | 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 surfacebehind 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] |
| 46 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3 [SOR 25-26] [Item No. 14.8] |
| 47 | Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. [SOR 25-26] [Item No. 9.1] |
| 48 | Open weave Jute Geo Textiles for control of surficial soil erosion-Supplying,testing and installation of 100cm wide woven jute geotextiles(JGT) 500 gm/sq.m posseing tensile strength of 6.5kn/mon slopes of embankment dressed and cut to a stable gradient for control of surface soil erosion .jute fabric to be laid with overlaps of 100mm crosswise and 300 mm longitudinally duly secured by U shaped m.s staples(11 gauge)/round head country nail of 150mm length at an interval of 750mm as per direction of the engineer-in-charge.(Rates F.O.R Guwahati) [SOR 25-26] [Item No. 16.3] |
| 49 | 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[SOR 25-26] [Item No. 14.2] Please Enable Macros to View BoQ information |
