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| 1 | Construction of Road from MRL25-Aynakhal to Lala Block via Paschim Kitterbond PT II & RCC Bridge Span - 3 x 21.75m at Ch. 1645.00m over Nala Package No: AS-09-152 |
| 2 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling sand trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material sand stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. [SOR 25-26] [Item No. 2.2(i-a)] i. By Manual Means (a) In area of non thorny jungle |
| 3 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction 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] |
| 4 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 25-26] [item No. 3.4 (i)] (i) Private Land |
| 5 | Earthwork in Hill RoadExcavation in Hilly Areas in Soil by mechanical means. Excavation in soil in Hilly Area by mechanical 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 Technical Specification Clause 1603.1 [SOR 25-26] [item No.8.3 / II / A] |
| 6 | Construction of SubgradeConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 7 | Construction of Earthen ShouldersConstruction 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. [SOR 25-26][item No. 3.14 (i)] (i) Private Land |
| 8 | Granular Sub-base 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 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 (A) (ii)] (A) (iii) For Grading III Material |
| 9 | 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. [SOR 25-26][item No. 4.8 (II) (B)] (B) By Mechanical Means |
| 10 | WBM Grading 3Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. [SOR 25-26][item No. 4.8 (III) (B)] (B) By Mechanical Means |
| 11 | Prime Coat :Low porosityProviding and applying primer coat with bitumen emulsion (CSS-1) on prepared surface of granular base/WBM/WMM including cleaning 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 25-26] [Item No. 5.1 (i)] (i) Low porosity |
| 12 | Tack CoatProviding and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 [SOR 25-26][Item No. 5.2 (ii)] |
| 13 | Mix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509 [SOR 25-26][Item No. 5.11 II B (ii)] By Mechanical Means, Type B, Bitumen (S-65) |
| 14 | 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 [SOR 25-26][Item 10.16] |
| 15 | Providing and Fixing PMGSY Logo Board at finishing point of RoadProviding and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 16 | 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 including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering.Providing & Fixing Up-gradation Board. [SOR 25-26][As per Analysis] |
| 17 | Providing and Fixing Citizen information Board of PMGSY Project(RCC)\\"A\\"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 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. [SOR 25-26][As per Analysis] |
| 18 | Providing and fixing of typical PMGSY Maintenance information sign board as per MORD specifications and drawing including painting and lettering and fixing in ground 600mm x 600mm x 750mm CC including painting two course and lettering. [SOR 25-26][As per Analysis] |
| 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. [SOR 25-26][Item No. 10.10]Ordinary Kilometer stone (precast) [SOR 25-26][Item No. 10.10(ii)] |
| 20 | 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. [SOR 25-26][Item No. 10.10]200m Stone (precast) [SOR 25-26][Item No. 10.10(iii)] |
| 21 | Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 [SOR 25-26][Item No. 10.2 / A / II]600mm equilateral triangle [SOR 25-26][Item No. 10.2 / A / II (ii)] |
| 22 | Traffic SignsProviding and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 [SOR 25-26][Item No. 10.2 / A / II]600mm circular [SOR 25-26][Item No. 10.2 / A / II (iii)] |
| 23 | Rumble StripsProvision of 15 nos.rumble strips covered with premix bituminous carpet,15.2 mm high at centre,250mm wide placed at 1m centre to centre at approved location to control speed, marked with white strips of road marking paint.The rate per sqm of premix carpet and road marking may be adopted from Chapters 5&10 respectively for the quantities calculated from approved drawings. [SOR 25-26][Item No. 10.18] |
| 24 | Cross Drainage Works: Excavation for StructuresEarthwork 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 & 11.1 / I (i)] |
| 25 | Plain/reinforced concrete in foundations Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. With natural Gravel, P.C.C Grade M 10, Nominal mix 1:3:6. [SOR 25-26][Item No. 9.7 / 11.4 / II / A / (i)] |
| 26 | Type B (First Class) BeddingLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105. [SOR 25-26][Item No. 9.2 (B) (i)] |
| 27 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding. [SOR 25-26][Item No. 9.3 (ii)] (ii) 1000 mm dia |
| 28 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. [SOR 25-26][Item No. 12.5 / II / C (i)] C. With Natural Gravel (i) RCC Grade M 20, For height upto 5 m |
| 29 | Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3. [SOR 25-26][Item No. 14.8] |
| 30 | Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 . [SOR 25-26][Item No. 11.2 (I)] (i) Sand filling |
| 31 | Providing concrete for plain / reinforced concrete in foundations complete as per drawings and technical specifications Clauses 802, 803, 1202 & 1203. [SOR 25-26][Item No. 11.4 / II / C / i] C. With natural Gravel PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification Clause 802, 803, & 1203. [SOR 25-26][Item No. 11.4 / D / IV] IV) R.C.C.grade M 20 |
| 33 | Providing concrete for plain / reinforced concrete in substructure complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 1202 & 1204. [SOR 25-26][Item No. 12.5 / B / (i)] B. With Crushed Stone PCC Grade M 20 (i) Nominial mix (1:2:4) |
| 34 | 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. [SOR 25-26][Item No. 12.9] |
| 35 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. [SOR 25-26][Item No. 13.1 / I / A / a) / i] A. With crushed stone (a) For nominal mix 1:2:4 (i) Height upto 5 M |
| 36 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204. [SOR 25-26][Item No. 12.13 / I] I. With Crushed stone |
| 37 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. [SOR 25-26][Item No. 11.8] |
| 38 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. [SOR 25-26][Item No. 12.7] |
| 39 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 [SOR 25-26][Item No. 13.3] |
| 40 | 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] |
| 41 | Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 [SOR 25-26][Item No. 14.11 / I] I. Random rubble masonry in case of stone pitching laid with cement mortar (1:5) |
| 42 | 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] |
| 43 | Providing bituminous wearing coat Providing, laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 11.2mm to 0.9mm (Type-A) or 13.2mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means, Type B, Bitumen (VG-30) [SOR 25-26][Item No. 13.21] |
| 44 | Bridge Span - 3 x 21.75m at Ch. 1645.00m: Excavation for StructuresExcavation 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 with approved material. [SOR 25-26][Item No. 17.4 / I / (A)] i. In Ordinary Soil (ii) ii. 3.00m to 6.00m depth |
| 45 | Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm). [SOR 25-26][Item No. 17.29] |
| 46 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). [SOR 25-26][Item No. 17.37 (a)] (a) Initial and Routine load test |
| 47 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV). [SOR 25-26][Item No. 17.37 (b)] (b) Lateral load test |
| 48 | Pile intrigity test intrigity testing of all piles by using of pile driving analyliser or equivalent as approved by Engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency . Item included all incidental work to execute the job.. [N.H. : 2020-21][Item No. 16.55] |
| 49 | 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. 18.43] |
| 50 | Non-destructive testing with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the findings thereof in proper comprehensible format. [N.H. : 2020-21][Item No. 16.53] |
| 51 | Levelling course for Pile cap. [SOR 25-26][Item No. 17.40] |
| 52 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. [SOR 25-26][Item No. 17.38 / C / (ii)] C. RCC Grade M30 Using Batching Plant (ii) Transit Mixer and Concrete Pump |
| 53 | Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications. [SOR 25-26][Item No. 17.41 (a)] (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 54 | 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] |
| 55 | Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302. [SOR 25-26][Item No. 14.5 / I] I. Stone Boulder |
| 56 | Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302. [SOR 25-26][Item No. 14.6] |
| 57 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. [SOR 25-26][Item No. 17.46 (N) / (G) (b) Case II] G. RCC Grade M30 (b) Height 5m to 10m Case-II - With Batching Plant, Transit Mixer and Concrete Pump |
| 58 | Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. [SOR 25-26][Item No. 17.46 (N) / (H) (b) Case II] H. RCC Grade M 35 (b) Height 5m to 10m Case II - With Batching Plant, Transit Mixer and Concrete Pump |
| 59 | Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications 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] |
| 60 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. [SOR 25-26][Item No. 17.57] |
| 61 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. [SOR 25-26][Item No. 17.50 / A] (A) Granular material |
| 62 | 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] |
| 63 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering rmwork. [SOR 25-26][Item No. 17.58 (N) / F/ (ii) / b] F. PSC Grade M-45 (ii) For I-beam & slab including launching of precast girders by launching truss upto 40 m span (b) Height 5m to 10m |
| 64 | Providing external prestressing with high tensile steel wires/strands includingdrilling for passage of prestessing steel,all accessories for stressing and stressing operation and grouting complete as per drawing and Technical specification(span=50M). [SOR 25-26][Item No. 18.13] |
| 65 | 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. [SOR 25-26][Item No. 17.59 (a)] (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) |
| 66 | Span Load Test Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for evey increase of 100.00mt or part there for in the span load capacity upto 800.00mt. [MHSOR 2022-23][Item No. 17.73] |
| 67 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. [SOR 25-26][Item No. 17.61] |
| 68 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MoRT&H circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. [SOR 25-26][Item No. 8.22 (ii)] (ii) M 40 grade concrete |
| 69 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). [SOR 25-26][Item No. 17.77] |
| 70 | Drainage spouts complete as per drawing and technical specifications Clause 1209 [SOR 25-26][Item No. 17.67] |
| 71 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification [SOR 25-26][Item No. 17.68] |
| 72 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification [SOR 25-26][Item No. 17.69 (a)] (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) Please Enable Macros to View BoQ information |
