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| 1 | Package No. AS05236MRL01-Bhamondanga Pt III to WB Border via Kuti Bhamondanga LP School |
| 2 | Package No. AS05236Construction of RCC Bridge No-1/3 on Road from Bhamondanga Pt III to WB Border via Kuti Bhamondanga |
| 3 | Clearing and Grubbing Road LandClearing and grubbing of Road land including up rooting rank vegetation grass, bush, shrubs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness as per Technical Specifications Clause 201. [SOR 25-26] [item No.2.2](I) By Manual Means- (a) In area of non thormy jungle |
| 4 | Dismantling of StructuresDismantling 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 dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. [SOR 25-26] [item No.2.5]II By Mechanical Means(a) Cement Concrete |
| 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. [SOR 25-26] [item No.2.13]b) Above 600 mm to 900 mm dia Hume pipe |
| 6 | Construction of embankment with material obtained from borrow pits,Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of Tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5. [SOR 25-26] [item No.3.4]a) Private land |
| 7 | Construction of sub-grade and earthen shouldersConstruction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead upto 1000m as per technical specification clause 303.1. [SOR 25-26] [item No.3.14] (a) Private land |
| 8 | Saint Gobain Bi-Axial GeogridSupplying and Laying of Polypropylene extruded Geogrid with a minimum thickness (modulus) at .5% strain according to ISO 10319 should be 350x550 Kn/m with apparent coefficient of friction soil/geosynthethics according to EN 13738 must be atleast 1.70 (us/gsy) at 10 KPA load and with a min transversal rib thickness of 2.5 mm and longitudinal rib thickness of 3.6 m. Aperture of geogrid should be 30mm x 30m. Geogrid should not be made of bonding of strandsfor punching. [SOR 25-26] [item No.19.18(I)] |
| 9 | Construction of Granular sub-base (A) By mix in Place Method,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. [SOR 25-26] [item No.4.1](II) For Grading Material (Gr - II ) |
| 10 | Water Bound MecadamProviding, 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:3) Grading-III (A) By manual means |
| 11 | Prime-Coat (i) Low porosityProviding and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe 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 Clause 502. [SOR 25-26] [item No.5.1] |
| 12 | Tack-coat (III) Providing and applying tack coat with bitumin emultion (RS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface tresated with primer & cleaned with hydraulic broom as per technical specification clause 503. [SOR 25-26] [item No.5.2] |
| 13 | 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 [SOR 25-26] [item No.5.11]II) By Mechanical MeansB) Type Bii) Bitumen (S-65) |
| 14 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. [SOR 25-26] [item No.10.2](vii) 900mm Octagon - Stop Sign |
| 15 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801 [SOR 25-26] [item No.10.2](ii) Warning Signs [600mm -Triangle] |
| 16 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801 [SOR 25-26] [item No.10.2](iv) Speed limit Sign [600mm -Cricular] |
| 17 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. [SOR 25-26] [item No.10.2](iii) 800 mm x 600 mm rectangular. |
| 18 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801. [SOR 25-26] [item No.10.2]Hazard Markers (300mmX900mm) [Rate as per Annexure-IV] |
| 19 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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. [SOR 25-26] [item No.16.34] |
| 20 | Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. [SOR 25-26] [item No.10.20] |
| 21 | Kilometer StoneReinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 [SOR 25-26] [item No.10.10](ii)Ordinary Kilometer Stone (precast) |
| 22 | Kilometer Stone Reinforce cement concreter M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and technical specification clause 1703. [SOR 25-26] [item No.10.10](iii) 200 m Stone (precast) |
| 23 | Providing and Fixing with with '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 1.6mm thick, top and middle plate will be welded with MS flat iron 25mm x 5mm x size on back on edge. The lower plate will be welded with MS angle iron 25mm x 25mm x 5mm. The anfle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The topmost dimond plate will be welded to middle plate by 47mm X 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, borders etc. will be painted with ready mixed synthetic emnamel paint of superior quality in required shade and colour. All sections of framed posts and steel tuube will be painted and two coats of epoxypaint as per specification clause 1701 and Annexure 1700.1 [SOR 25-26] [item No.10.16] |
| 24 | Providing and fixing of typical Logo Board with PMGSY Logo as per MORD specifications and drawing. 1 nos. 1.6mm thick MS sheet duly welded with 5mm thick steel plate on back on edges. The 1 nos. steel plate will be welded horizontally with 1 nos. 75mm x 75mm 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 1 no steel plate will be welded vertically to 1 no. 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 No.Analysis] |
| 25 | Providing and fixing of typical Citizens Information Board with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MS duly welded sheet 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 1700.1Citizen Information board and maintenance information board are considered [SOR 25-26] [item No.Analysis] |
| 26 | Setting Out(v) Typical benchmark as per Drawing 200.1 [SOR 25-26] [item No.1.16] |
| 27 | Setting Out(vi) Typical reference pillar as per Drawing 200.2 [SOR 25-26] [item No.1.16] |
| 28 | Surface Drains in SoilConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. [SOR 25-26] [item No.3.19]Manual Means |
| 29 | Turfing with SodsFurnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. [SOR 25-26] [item No.3.12] |
| 30 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling in trenches with excavated suitable material. [SOR 25-26] [item No.11.1](I) Ordinary Soil Upto 3 m depth |
| 31 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [item No.11.4]I) With crushed StoneA) P.C.C grade M 10i) Nominal mix 1:3:6 |
| 32 | Bedding for Pipe B) Type B (First class bedding)ii) Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii) [SOR 25-26] [item No.9.2] |
| 33 | Reinforced Cement Concrete Pipe NP3 in Single RowProviding and laying reinforced cement concrete pipe NP3 for culverts as per design 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 [SOR 25-26] [item No.9.2]ii) 1000 mm dia |
| 34 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. [SOR 25-26] [item No.11.4] |
| 35 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. [SOR 25-26] [item No.11.6] |
| 36 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. [SOR 25-26] [item No.11.6] |
| 37 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. [SOR 25-26] [item No.11.4] |
| 38 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 [SOR 25-26] [item No.13.5] |
| 39 | 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 [SOR 25-26] [item No.12.11] |
| 40 | 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 SOR 25-26] [item No.12.9] |
| 41 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 [SOR 25-26] [item No.12.6] |
| 42 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space [SOR 25-26] [item No.13.6] |
| 43 | Drainage Spouts complete as per drawing and Technical specification |
| 44 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 [SOR 25-26] [item No.14.4] |
| 45 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 [SOR 25-26] [item No.12.3] |
| 46 | Excavation for Structures 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. [SOR 25-26] [item No.11.1](I) Ordinary soil,(i) Upto 3 m depth |
| 47 | Plain/Reinforced cement concrete, in open foundation completeas per drawing and technical specification including steelshuttering formwork. [SOR 25-26] [item No.17.10]I) Without plasticiserA) PCC Grade M15 |
| 48 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. [SOR 25-26] [item No.17.10](H) RCC Grade M35(ii) Using Batching Plant, Transit Mixer and Concrete Pump |
| 49 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500Dbar reinforcement in foundation complete as per drawing and technical specifications [SOR 25-26] [item No.17.41](a) TMT-IS1786(Fe-500D) Primary Producer (TATA/SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 50 | Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specification and steel shuttering formwork [SOR 25-26] [item No.17.46](N) Without plasticiser(H) RCC Grade M35 (a) Height upto 5m, Case-II : With Batching Plant, Transit Mixer and Concrete Pump |
| 51 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) [SOR 25-26] [item No.17.47] |
| 52 | 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.17.49] |
| 53 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [SOR 25-26] [item No.17.50] |
| 54 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. [SOR 25-26] [item No.17.51] |
| 55 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. [SOR 25-26] [item No.17.58](D) RCC Grade M-35 Case-II : Using Batching Plant, Transit Mixer and Concrete Pump (i) For solid slab super-structure(a) Height up to 5m |
| 56 | Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel / Jindal panther steel/ Shyam steel or equivalent) [SOR 25-26] [item No.17.59] |
| 57 | Providing and laying cement concrete wearing coat M 30 gradeincluding reinforcement complete as per drawing and technical specifications clauses 800,1206.3 [SOR 25-26] [item No.17.61] |
| 58 | Drainage Spouts complete as per approved drawing and technical specifications Clause 1209 [SOR 25-26] [item No.17.67] |
| 59 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification [SOR 25-26] [item No.17.68] |
| 60 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specificationTMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) [SOR 25-26] [item No.17.17.69] |
| 61 | Non-destuctive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format , complete as directed by the department. [SOR 25-26] [item No.16.43] |
| 62 | Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format. [SOR 25-26] [item No.16.53] |
| 63 | 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.[SOR 20-21] [Item No. 2.2(i-a)] i. By Manual Means (A) In area of non thorny jungle |
| 64 | 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 [SOR 20-21] [item No.3.4 (i)] |
| 65 | Construction of Sub-grade and earthen shoulder 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 up to 1000m as per Technical Specification Clause 303.1 [SOR 20-21] [item No.3.14 (i)] |
| 66 | 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 smooth wheel roller to achieve the desired density, complete as per clause 401 as per Technical Specification [RA-7] [SOR 20-21] [item No.4.1] |
| 67 | WBM -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 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.[RA-2] [SOR 20-21] [item No. 4.7] |
| 68 | [WBM -III]Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. [RA-3] [SOR 20-21] [item No.4.7] |
| 69 | Prime Coati. Low porosityProviding and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing 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. [SOR 20-21] [Item No. 5.1 (i)] [RA4] |
| 70 | Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503 [SOR 20-21][Item No. 5.2 (i)] |
| 71 | 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 By Mechanical means [RA Given] [SOR 20-21] [item No.5.11] |
| 72 | Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department. [SOR 20-21] [item No.17.10] |
| 73 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801 [SOR 25-26] [item No.10.2](ii) Warning Signs [600mm -Triangle] |
| 74 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801 [SOR 25-26] [item No.10.2](iv) Speed limit Sign [600mm -Cricular] |
| 75 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801 [SOR 25-26] [item No.10.2](iii) 800 mm x 600 mm rectangular. |
| 76 | Trafic - Signs B. Semi Reflective Traffic Signs(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle Iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x600mm, 600mm below ground level as per drawings and Technical Specification clause 801 [SOR 25-26] [item No.10.2]Hazard Markers (300mmX900mm) [Rate as per Annexure-IV] |
| 77 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding 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 [SOR 25-26] [item No.16.34] |
| 78 | Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. [SOR 25-26] [item No.10.20] |
| 79 | Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications Clause 1302 [SOR 25-26] [item No.14.5](I) Stone/Boulder |
| 80 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Clause 1302 [SOR 25-26] [item No.14.6] |
| 81 | Providing and aying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specifications Clause 1301. [SOR 25-26] [item No.14.2] |
| 82 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. [SOR 25-26] [item No.17.1]I) Without plasticiser A) PCC Grade M15 |
| 83 | Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. [SOR 25-26] [item No.14.9]iii) Cement concrete grade M 10 |
| 84 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall [SOR 25-26] [item No.14.10] |
| 85 | Providing and laying flooring laid over cement concrete bedding complete as [SOR 25-26] [item No.14.7]per drawing and technical specification Clause 1303i) Rubble stone laid in cement mortar 1: Please Enable Macros to View BoQ information |
