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| 1 | 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.Ordinary SoilMechanical meansWithout dewateringDepth upto 3.00 m |
| 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.Ordinary SoilManual meansWithout dewateringupto 3.00 m depth |
| 3 | Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well B)Assuming depth of water 4.0m and height of Island 4.5m |
| 4 | Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well. (C)Providing and constructing one span service road to reach island location from one pier location to another pier location |
| 5 | Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and Technical Specification. |
| 6 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and Technical specification including steel shuttering formwork. Without PlasticiserA) Well CurbRCC M-35 GradeCase-I Using Concrete Mixer |
| 7 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and Technical specification including steel shuttering formwork. Without PlasticiserA) Well CurbRCC M-35 GradeCase-I Using Concrete Mixer |
| 8 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and Technical specification including steel shuttering formworkWithout Plasticiser (C) Bottom PlugPCC M-25 GradeCase-I Using Concrete Mixer |
| 9 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and Technical specification including steel shuttering formworkWithout Plasticiser E) Top PlugPCC M-25 GradeCase-I Using Concrete Mixer |
| 10 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and Technical specification including steel shuttering formworkWithout Plasticiser F) Well CapRCC M-35 GradeCase-I Using Concrete Mixer |
| 11 | Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) Thruough all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is rekonewed from bed level. Sandy soil i) Depth below bed level upto 3.0m. |
| 12 | 'Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) Thruough all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy soil ii) Beyond 3m upto 10m depth |
| 13 | Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) thruough all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. Sandy soil iii) Beyond 10m upto 20m depth |
| 14 | 'Sinking of 8 m external diameter well ( other than pneumatic method of sinking ) thruough all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is rekonewed from bed level. iii) Beyond 20m upto 30m depthFor sinking |
| 15 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) Thruough all types of strata namely sandy soil clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is rekonewed from bed level.Sandy soil i) Depth below bed level upto 3.0m. |
| 16 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) Thruough all types of strata namely sandy soil clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is rekonewed from bed level. Sandy soil ii) Beyond 3m tupto 10m depth |
| 17 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) Thruough all types of strata namely sandy soil clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is rekonewed from bed level. Sandy soil iii) Beyond 10m upto 20m depth |
| 18 | Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) Thruough all types of strata namely sandy soil clayey soil and rock as shown against each case, complete as per drawing and technical specification. Depth of sinking is rekonewed from bed level. Sandy soil iii) Beyond 20m upto 30m depthFor sinking |
| 19 | Sand filling in wells complete as per drawing and technical specifications . |
| 20 | Reinforcement in Foundation: Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications i) TMT Corrosion Resistance Steel (CRS) reinforcement bar of Fe-500 N/mm² |
| 21 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification and steel shuttering formwork Without plasticiser G) RCC Grade M-35 b) Height 5m to 10m Case-I Using Concrete Mixer |
| 22 | Supplying, fitting and placing bar reinforcement in Sub-Structure complete as per drawing and technical specifications ii)Super Ductail (SD) TMT reinforcement bar of Fe-500 N/mm² |
| 23 | Supplying fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC :83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 24 | Supplying fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC :83 (Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specification. |
| 25 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical SpecificationA.Granular material. |
| 26 | Providing weep holes in Brick massonry/ Plain/Reinforced concrete abutment wing wall/ return wall with 100mm 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 specification. |
| 27 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. P)With plasticiser (Masterplast PL-1/SPL-2 or equivalent ) air entertaining and water reducing plasticiser (Masterplast PAE or equivalent and accelerating plastciser (Masterplast ACPL or equivalent) conforming to IS:9103-1999PSC-Grade M-45i) For cast in situ box girder, sagemental construction and balanced cantilever Height 5m to 10m |
| 28 | Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement. in Super-Structure including splicing complete as per drawing and technical specifications .i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm² |
| 29 | High Tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications. |
| 30 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 31 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications. |
| 32 | Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm complete as per approved drawings and standard specifications to be installed by the manufacture / supplier or their authorised representative ensuring compliance to the manufactures instructions for installation). |
| 33 | Drainage Spouts complete as per drawing and Technical specification |
| 34 | 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. |
| 35 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to un plastered concrete surface after cleaning the surface of dirt , dust , oil , grease efflorescence and applying paint @ of 1 litre for 2 sqm)B) For RCC Railing |
| 36 | Carrying out Sub Soil investigation (SSI) for all types of soil (except boring in rock) upto depth of 30m or refusal (N=100) for each foundation location as per IRC-78-2014 and submission of SSI report to the Engineer in charge for appoval preparation & submission of design calculation & drawings of foundation sub structure, Super Structure as relevent IRC Codes and SSI Report 2(two) each of Design & Drawing of each bridge to be submitted submitted for approval and 8 (eight) copies after approval of competant authority including providing and erecting information sign board as per norms of CRIF |
| 37 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.) |
| 38 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications |
| 39 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specificationss A. Stone/ Boulder |
| 40 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150mm thickness. A.By Manual Means i) In area of light jungle |
| 41 | Embankment Construction with Material Obtained from Borrow Pits (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 requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. from private land |
| 42 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade 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 (300-2) ( including compensation of earth.)(a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. from private land |
| 43 | Plant Mix Method (Construction of granular sub-base by providing close graded Material, 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 vibratory power roller to achieve the desired density,complete as per cl. 401 (with an initial lead of 5 Km.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (i) For Grading II Materials |
| 44 | Wet Mixed Macadam : Providing and laying, spreading and compacted graded stone aggregate to wet mix maccadam specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage up to Initial leads of 5.0km from quarry and carriage of mixed materials up to 10.0 km leads from mixing plant) |
| 45 | Providing and applying primer coat with Bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.0 kg/sqm using mechanical means (including cost of testing of materials at site and laborotory as directed by the deptt. (i)With bitumen emulsion -CSS-1hc) Granular surface treated with primer |
| 46 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. With Bitumen emulsion CSS-1h (i) Normal bituminous surface |
| 47 | Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 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% by weight of total mix of 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 MoRT&H specification clause No. 507 complete in all respects) ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) (Including cost of testing of materials at site and laboratory as directed by the deptt.) a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification) ii) For Grading II (19 mm nominal size |
| 48 | Bituminous Concrete:Providing and laying bituminous concrete with 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 @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site. laying with a hydraustatic paver finisher with sensor control to the required grade, level and alignment rolling with smooth wheeled, vibratory and tanedm roller to achieve the desired compaction as per MoRT&H speciofication clause No. 509 complete in all rrespects, (Including carriage up to initial lead of 5.0km from quarry and carriage of mixed materials up to 10.0km initial lead from mixing plant.) (Including cost of testing of materials at site and laborotory as directed by the deptt.a) With hudrated lime/cement as filler (refer table 500-9 of MoRT&H Specification.)(iii) With j30/40 or VG-40 Grade Bitumen (msa>30)ii) for grading -II (13mm nominal size) |
| 49 | Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) A) 90 cm equilateral triangle |
| 50 | Rectro Reflectorised Traffic sign.Providing and Errecting of Rectro Reflectorised cautionery, mandatory & informatory sign as per IRC:67 made of high intesifiy encapsulated lens type reflective sheeting vide clause 801.3 fixed over alluminium sheeting 2mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of poperly design foundation with M-15 grade Cement concrete 45cmx45cmx 60cm 60cm below ground level as per approved drawing and sign (All the Steel work must be TATA/SAIL/or any other approved brand)ii) 60cm equilateral triangle |
| 51 | Rectro Reflectorised Traffic sign.Providing and Errecting of Rectro Reflectorised cautionery, mandatory & informatory sign as per IRC:67 made of high intesifiy encapsulated lens type reflective sheeting vide clause 801.3 fixed over alluminium sheeting 2mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of poperly design foundation with M-15 grade Cement concrete 45cmx45cmx 60cm 60cm below ground level as per approved drawing and sign (All the Steel work must be TATA/SAIL/or any other approved brand)ii) 60cm circular |
| 52 | Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) |
| 53 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to un plastered concrete surface after cleaning the surface of dirt , dust , oil , grease efflorescence and applying paint @ of 1 litre for 2 sqm)(A) For Plain surface |
| 54 | Providing and laying hot applying thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area thickness of 2.5mm is execlusive 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 MORT&H Specification. |
| 55 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) |
| 56 | Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). a) Bi- directional Stud- Please Enable Macros to View BoQ information |
