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| 1 | Construction of bridge |
| 2 | 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 up toa lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 3 | Bored cast-in-situ M 40 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m, including contractors profit & Over head charges, but excluding GST and seigniorage charges etc., complete for Abutment Piles of Diameter-1200mm. |
| 4 | Bored cast-in-situ M 40 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m, including contractors profit & Over head charges, but excluding GST and seigniorage charges etc., complete for Piles to Piers of Diameter-1200mm. |
| 5 | Providing MS steel liner of 6mm thick for piles including fabricating and setting out as per detailed drawing including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 6 | Providing and laying reinforced cement concrete M 35 grade (Design Mix) in foundations as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Pile Caps and Pedestals. |
| 7 | Providing and laying reinforced cement concrete M 35 grade (Design Mix) in Sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work for Abutment walls, Dirt wall, Return wall & Brackets. |
| 8 | Reinforced cement concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and Technical specification 1500, 1600, 1700 & 2704 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 9 | Providing, precasting, transportation and placing in position concrete girders as per drawing and technical specifications in sections 1800 & 2300 MORTH by using RCC M35 grade with 20mm graded granite metal in pre-cast girders including end anchor blocks, handling, transportation and erecting in position as per approved drawings, necessary tools and plants, machinery, lifts and other inputs etc., complete and including shuttering, form work, lifting, handling and placing on bearings but excluding cost of reinforcement, and placed true to level and position including cost of all labour, hire charges of machinary, Contractor Profit and Over Head charges but excluding GST and seigniorage etc., complete as per direction of Engineer in charge. |
| 10 | Providing and laying reinforced cement concrete M 35 grade (Design Mix) using 20&10mm metal (HBG) mechanically mixed in Super structure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD/Sections 1500, 1600 & 1700 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage charges and cost of steel etc., complete upto 5m height - for Deck Slab. |
| 11 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost, all labour charges for all operations etc complete but excluding steel and its fabrication charges, GST, Seigniorage charges etc complete for finished item of work. |
| 12 | Supplying, fitting and fixing in position true to line and level Elostomeric Neoprene Bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1 of MORD including overhead charges & Contractors profit etc.,complete but excluding GST. |
| 13 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operations excluding GST etc complete for finished item of work. |
| 14 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in sub structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operations excluding GST etc complete for finished item of work. |
| 15 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in super structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections 1600 & 2200 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded including cost, all labour charges for all operations excluding GST etc complete for finished item of work. |
| 16 | Providing SS Revetment 300 mm thick grouted with CC(1:4:8) including cost, and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 (4th revision) for Pitching of slopes including Overhead charges & Contractors profit but excluding GST and Seigniorage charges as directed by Engineer-in-charge. |
| 17 | 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 MORD / 710.14 of IRC, 78 & 2200 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 18 | Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 19 | Providing and laying Strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications 1403 of MORD to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation etc., comlete including Overheads & contractors profit but excluding cost of GST and Seigniorage charges etc., complete. |
| 20 | Providing concrete for plain/reinforced concrete M 15 grade (Design mix) for Leveling Course for Pile cap using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH including overhead charges & Contractors profit but excluding GST & Seigniorage Charges. |
| 21 | P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH including overhead charges & Contractors profit but excluding GST & Seigniorage Charges. |
| 22 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm 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 enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified 809 MORTH including cost and conveyance of all materials, cost of steel, centering charges, all labour charges for all operations as per approved Drawings and Technical Specifications, including contractors profit & Over head charges, but excluding GST and seigniorage charges etc., complete. |
| 23 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4 kg/cm2 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 MORD / 2706 & 2200 MORTH including cost, all labour charges for all operations excluding GST etc complete for finished item of work. |
| 24 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including overhead charges & Contractors profit but excluding GST and Seigniorage charges etc. complete. |
| 25 | Approach Road |
| 26 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) 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 MORD / 305 MORTH including overhead charges & Contractor profit, but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 27 | 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 up toa lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 28 | Construction of Improved Sub grade by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all Overheads, and Contractors profit, but excluding GST and Seigniorage charges etc, complete for finished item of work. |
| 29 | Construction of granular sub-base by providing well graded HBG M/C material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting withvibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, including overhead charges & Contractors profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 30 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH including overhead charges & Contractor profit, but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 31 | 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 MORD (for use on Wet mix macadam & WBM), including overhead charges & Contractors profit but excluding GST & Seigniorage charges etc., complete for finished item of work. |
| 32 | 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 MORD,including overhead charges & Contractors profit but excluding GST and Seigniorage Charges etc., complete for finished item of work. |
| 33 | Providing and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site up toa lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling) including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 34 | Providing, laying of close graded premix suracing (mixed seal surfacing) material of 20 mm thickness by hot mix plant using hard blasted granite machine crushed aggregates of 13.2 mm to 0.9 mm (Type-B) as per specification 512 of MORTH, premixed with bituminous binder 60/70 grade (S65, VG-30 Bulk) @ 19.00 kg per 10 sqm area including cost of all materials 9excluding seignorage) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 tonnes as per MORTH specification 512 complete for finished item of work in all respects including cost of all materials and all labour & machinary charges, contractor proft & over heads excluding GST and seignorage charges as directed by Engineer-in-charge. |
| 35 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including all Overheads, and Contractors profit, but excluding GST and Seigniorage charges etc, complete for finished item of work. |
| 36 | Providing SS Revetment 300 mm thick grouted with CC(1:4:8) including cost, and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 (4th revision) for Pitching of slopes including Overhead charges & Contractors profit but excluding GST and Seigniorage charges as directed by Engineer-in-charge. |
| 37 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 MORD / 710.14 of IRC78including cost of materials, conveyance, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete.. |
| 38 | Road Safety Interventions |
| 39 | Painting lines,dashes,arrows etc on roads in two coats on new work with ready mixed marking paint confirming to IS:164 on bituminous /concrete surface,including cleaning of all dirt ,dust and other foreign matter,demarcation at site and traffic contraol as per drawing and technical specification clause 1702 MORD including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 40 | Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 41 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 42 | Providing & fixingng Semi reflective cautionary mandatory & informatory sign boards as per IRC 67 made of 1.5mm thick MS sheet duly stove white wash colour on back with reflective border of 65mm width& required letters & figures with reflective tape engineering grade as per clause 1701.3.9 of MoRD of required shade & colour supported & welded on 47mmX47mmX12SWG sheet tube firmly fixed to ground by mean of property designed foundation with M-15 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701.2.2 [iron] at required points i.e. village, turning, school etc. including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work 900 mm side octogen. |
| 43 | Providing and erecting direction and place identification retro-refectorised sign as per IRC:67 made of encapsulated lens type refective type sheeting vide clause 1701.2.3 MORD fixed over aluiminium sheeting,2 mm thick with areaexceeding 0.90 sqm supported on mild steel iron posts 75x75x6 mm firmly fixed to ground by means of propoerly designed foundation with M15 grade cement concrete 450x450x600 mm,600 mm below groubd level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 44 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
