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| 1 | Excavation for Structures |
| 2 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 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.I. Ordinary soilUpto 3 m depth |
| 3 | 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-1000 mm) |
| 4 | Pile load test on single vertical pile in accordance with IS:2911(Part-IV) |
| 5 | Pile integrity Testing |
| 6 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical SpecificationD. RCC Grade M35 |
| 7 | Levelling course for Pile cap |
| 8 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 9 | Plain / reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204For height upto 5 mIV. R.C.C. grade M 25 |
| 10 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 11 | 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 stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved technical specifications. |
| 12 | Providing weep holes 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 |
| 13 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8I. Granular material |
| 14 | Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical SpecificationE. PSC Grade M-40Case - II Using Batching Plant, Transit Mixer and Concrete Pump(ii) For T-beam & slab, 23-33% of (a+b+c) |
| 15 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 16 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 17 | 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 |
| 18 | Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 19 | 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 instructions for installation.) |
| 20 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302I. Stone/Boulder |
| 21 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 |
| 22 | 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 |
| 23 | Subway & SPT Bridge (30m) |
| 24 | Supplying fitting and fixing pile shoes made of 6mm thick iron plate and 6mm thick flat iron to shape as per dressing including fitting and fixing with bolts, nuts welding as necessary |
| 25 | Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc completea) Portion above ground (handling)ii) Above 250 mm to 300 mm dia |
| 26 | Labour for driving by monkey pile driver (Jarul,nahar or sal) piles includingmarking number in lengths at every 60cm and coaltaring two coats staging,dirric installation,pulleyes etc completeb) Portion below ground (as actually driven)ii) Above 250 mm to 300 mm dia |
| 27 | Cost of Salwood round posts of 30cm av dia |
| 28 | Extra for scarfing and joining piles (Jarul, nahar or sal) with bolts and nuts,20 mm dia M.S. flat iron etc complete. |
| 29 | Labour for fitting, fixing, iron works in R.S.J. beams, angle, tees, channels bed plates, etc. including cutting to sizes and drilling holes as necessary. (Only R.S.J. channels, tees, angles, plates will be issued free of cost at the site of work by the department). |
| 30 | Supplying fitting and fixing 1st class local wood works, including supplying of all fitting and coal taring 2 coats complete. |
| 31 | Providing and laying jute bags filled with suitable earth/sand and mouth stitched with jute string to arrive to the requisite width and height maintaining proper slope or as directed by the Department including all carriage complete. |
| 32 | Construction of embankment with approved material obtained from borrow pits with 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 lead upto 1000 m as per Tech Specification Clause 301.5 |
| 33 | BRIDGE APPROACH |
| 34 | 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 |
| 35 | 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.(I) Private Land |
| 36 | Lime Stabilization for Improving SubgradeLaying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread soil in place with rotavator with 2 per cent slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheeled road roller at OMC to the desired density to form a layer of improved Sub-grade as per Technical Specification Clause 403.(B) By Mechanical Means |
| 37 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material |
| 38 | CTB (Cement Treated Base)Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. |
| 39 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface 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 Specification Clause 502 |
| 40 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 41 | Mix Seal Surfacing\"Providing, 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 |
| 42 | Good and Service Tax (18%) |
