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| 1 | (Small Vehicle Under Pass) SVUP Box 2 side |
| 2 | 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 with approved material.) |
| 3 | PCC Grade M15 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 4 | RCC Grade M35 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications for Base Slab |
| 5 | RCC Grade M35 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications for Side Wall & Top Slab |
| 6 | Supplying, Fitting and Placing un-coated FE 500Dbar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 7 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 8 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 9 | RETAINING WALL |
| 10 | Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304. |
| 11 | Plain Cement Concrete M15 Nominal/Design mix, using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications complete as per relevant MORT&H specifications 1000&2100.for Levelling course below Footing |
| 12 | Vibrated Reinforced cement concrete M30 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc.,complete as per MORT&H specifications 1000,1500,1600,1700&2300 for Footing in Retaining Wall |
| 13 | Vibrated Reinforced cement concrete M30 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc.,complete as per MORT&H specifications 1000,1500,1600,1700&2300 for Retaining Wall |
| 14 | Vibrated Reinforced cement concrete M40 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc.,complete as per MORT&H specifications 1000,1500,1600,1700&2300 for Crash Barrier |
| 15 | Providing and layingfilter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H Specifications to The thickness of filter is generally of the order of 200 mm to 300 mm. Where filter is provided in two layers, thickness of each layer shall be 150 mm. The smaller size towards the soil and bigger size towards the wall and provided over the entire surface behaind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications |
| 16 | Providing weep holes in brick masonry/plain/reinforced concrte abutment,wing wall/return wall with 110 mm dia PVC Pipe extending through the full width of the structure with slope of 1V: 20H towards drawing foce. Complete as per Drawing and Technical Specifications. |
| 17 | Supply and fabrication of Fe- 500D CRS steel required for all RCC items of works involved in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500 |
| 18 | Vibrated Cement concrete M15 grade using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and allincidentalcharges etc., completefor levelling course below Footpath and Kerb (using OPC) as per MORT&H specification Clause -No. 1000 & 2100 |
| 19 | Vibrated reinforced cement concrete M35 Design Mixusing 20 mm ISS HSG metalincluding cost and conveyance of all materials to site and cost of cement and site including cost of formwork, lead for soft water, labour charges for mixing, tansporting, laying and curing concrete, working at depth, tools and plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdam, shoring, struting etc., complete as per relevant standard specification for Kerb and Footpath. |
| 20 | Vibrated Reinforced Cement Concrete M 40 grade design mix using ISS HBG metal including cost and conveyance of all materials to site and cement but excluding costandfabrication ofsteel including labour charges for mixing, laying, transporting and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Crash Barrier for Retaining Wall as per MORT&H Rev - V specification Clause No. 1000,1500,1600,1700 & 2300. |
| 21 | Approach road |
| 22 | Earth work in excavationfor roadway in all types of strata other thanrock requiring blastingincluding dressing section to the required grade, camber and side slopes, conveying and/or disposing off the excavated material with mechanical as per MoRTH Specification. Clause.301 |
| 23 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MORT & specification |
| 24 | Construction of sub – grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site ,spreading, grading to required slope and compacted to meet requirement of table No.300-2 technical specifications and as per technical specifications and as directed by the Engineer-in-charge. |
| 25 | Construction of Granular sub base by providing close graded material(Grading (V) as pe Table : 400-1,mixing in a mechanical mix plant at OMC),Carriage of mixed material to work site ,spreading in uniform layers with motor grader on prepared surface and compacting with vibrated power roller to achieve the desired density, all complete as per technical specifications and as directed by the Engineer-in-charge. |
| 26 | Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including pre mixing the materialwith water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406.(WMM 250mm Thick) |
| 27 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MoRTH Specification. Cl.502 |
| 28 | Providing and applying Tack coatwith bitumen emulsion on prepared surface Over primed surface including clearing of road surface and spraying primer at the rate of 0.25 kg/sqm using mechanical means as per MoRTH Specification. Cl.502 |
| 29 | Providing and laying Dense graded bituminous macadamwith 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per centby weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (for 100mm Thick) - Grade I |
| 30 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.2 kg/sqm on the prepared granular surface treated with primer cleaned with mechanical broom all complete as per technical specifications and as directed by the Engineer-in-charge. |
| 31 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 506 complete in all respects. (for 40mm Thick) |
| 32 | Vibrated Reinforced cement concrete M40 using 20MM ISS HBGS graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating curing, concrete working at heights, hire charges for tools and plants including all other incidental charges etc.,complete as per MORT&H specifications 1000,1500,1600,1700&2300 for New Jersy Crash Barrier |
| 33 | Supply and fabrication of Fe- 500 D steelCRS required for all RCC items of works involved in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills with GI wires including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete, as per standard specifications Fe-500for New JersyCrash Barrier |
| 34 | BOW STRING ARCH BRIDGE |
| 35 | Earthwork excavation in all classes of soil, soft disintegrated rock and hard rock not requiring blasting and depositing on bank with all leads and lifts including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials, dressing the bed upto required level etc., complete as per relevant standard specification MORT&H clause 301&304. |
| 36 | Plain Cement Concrete M15 Nominal/Design mix, using 40mm ISS HBG metal including cost and conveyance of all Materials to site and cement at site including form work , using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, workin below Pilg at depths, hire charges for tools and plants and incidental charges, etc., complete, as per standard specifications complete as per relevant MORT&H specifications 1000&2100.for Levelling course below Pile Cap |
| 37 | Providing and driving in position permanent M.S liners 6mm thick for piles from bottom level of pebble / boulder layer including the cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirement and as per standard specification and placing them in position with all leads and lifts etc., complete as per standard specification MORT&H Clause - 1000 & 1900 for cast in situ Piles |
| 38 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding and fabrication of steel but including cost of from work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., for Piles of Dia 1.00m(abutment) |
| 39 | Supply and fabrication of Steel Grade Fe500 D CRS Steel required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.forPiles |
| 40 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants. including all other incidental charges etc., for Substruture of Pilecap(abutment ) |
| 41 | Supply and fabrication of Steel Grade Fe500 D CRS Steel required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for substructure of Pile cap |
| 42 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants. including all other incidental charges etc., forTiebeam(abutment) |
| 43 | Supply and fabrication of Steel Grade Fe500 D CRS Steel required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for Tie Beam |
| 44 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants. including all other incidental charges etc., for Substruture of abutment |
| 45 | Supply and fabrication of Steel Grade Fe500 D CRS Steel required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for Structure of abutment |
| 46 | POT-PTFE Bearings for 36m bow string arch bridge |
| 47 | Providing/Supplying fabricated Sections/Girders/Structures and erecting, detailing (Preparation of shop/fabrication drawing details for each section from approved good for construction drawing) using Stainless Steel Hot Rolled Annealed Pickled Plates 450 N/mm2 IRS 450 CR similar to RDSO specifications BS-S 7.5.3.1-9, having chemical properties of C 0.03% Max, Mn 1.5%, Si 1% max., S 0.01% max., P 0.04% max., Ni 1.5% max, Mo 0.10-0.75% min., Cr 10.5%12.5%, N 0.03 % max & mechanical properties 0.2% proof Stress 450 MPA min, Ultimate Tensile Strength 585 MPA min % Elongation 18min, inclusive of all necessary testing & certification complete as directed by Engineer In Charge. Structural Stainless Steel of grade IRS 450 CR manufactured by the electric arc furnace process. All Structural stainless Steel shall be procured as per specifications Stainless Steel -Hot Rolled Annealed Pickled Plates, Grade IRS-450 Independent tests shall be conducted, wherever required, to ensure that the materials procured conform to the specifications. The Stainless Steel shall be procured only from those firms, which have supplied fabricated components of Grade IRS 450 CR for any Indian Bridge project and are Established, Reliable, Indigenous and fully Integrated manufacturers/producers with Melting of Stainless Steel like Salem Steel Plant (SAIL)/Jindal Stainless Limited/Jindal Stainless (Hisar) Limited or equivalent.This is inclusive of all necessary testing & certification, complete transporting to site and erecting structural steel members for all heights & at all levels including provision of necessary erection bolts, fixing bolts, nuts, washers, cleats, stiffeners, gussets, baseplate and all necessary fixtures and operations like preheating as per specifications, straightening, bending, cutting, drilling, grinding, machining if specified, welding, grinding and removing the welding burret, complete as directed by Engineer In Charge. |
| 48 | Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., lete as per drawing and Technical specifications Section 1500,1700, 2100 & 2200 for Deck slab. |
| 49 | Supply and fabrication of Steel Grade Fe500 D CRS Steel required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.for Deck slab. |
| 50 | Vibrated Reinforced Cement Concrete of grade M50 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement, fabrication of steel,form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc.,as per drawing and Technical specifications for PTS slabs. |
| 51 | Providing and fixing G.I Drainage spouts of 100mm Dia as per GOI drawing No. SD/205 with arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all materials to site and fixing them in position etc., complete as per drawing, Technical Specification clause 2205. for Arch bridge and approaches spans |
| 52 | Supplying and installation of STRIP SEAL EXPANSION JOINT system conforming to specifications for road and bridge works in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT & H specification (V Revision) |
| 53 | Vibrated Reinforced Cement Concrete M40 (Design Mix) using 20mm and belowISShard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement which has to be procured by the contractor but excluding cost and fabrication of steel including cost of form work and labour charges for mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per standard specification for Crash Barrier |
| 54 | Cement Based Hydraulically Pressed Anti skid Tiles (PatternDesign) - 20mm thick (M-0269 of SOR 2024-25) |
| 55 | Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard)1.80m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 700 mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 1100mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge-(HW-W0107 of SOR 2024-25) |
| 56 | Tack coat- Providing and applying tack coat over concrete surface using 3kg of bitumen emulsion (RS-I type) per 10 sqm for preparatory to another bituminous construction over it complete as per Clause 503 of MORTH Rev V |
| 57 | Bituminous Concrete of 50 mm thick (Table500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade - 40) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactioncomplete in all respectsas per MORTH Rev. V Specification - Grading II as per MORTH Rev. V Specification - No.111,112,504,900. |
| 58 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 59 | Sub Total Amount for above all items |
| 60 | GST 18% for the above SubTotal Amount |
| 61 | Total in Figures (SubTotal + GST) |
