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| 1 | 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. (E/W Carted For 1Km. lead) |
| 2 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401 (In widening )Two Coat) |
| 3 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material 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. As per MORTH Specification clause-406 (Two Coat) |
| 4 | Providing and applying Tack coat with bitumen VG-10 on prepared primed surface including cleaning of road surface and spraying Tack Coat at the rate of 0.25kg/ sqm. using mechanical means. as per MORTH Specification clause-503 |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam steblized with 3.5% Emulsion & 1.0% Cement specification including premixing the Material 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. |
| 6 | Providing and laying dense graded bituminous macadam with 100TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder V.G.-30 @ 4.50 per cent by 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. 507 complete in all respects. |
| 7 | 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 5.6 per cent 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 MORTH specification clause No. 509 complete in all respects |
| 8 | Earth work in excavation of foundation of structures as per drawing and technical specification and clause 304 of MoRT&H Specification. |
| 9 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in proportion of 8:4:1 Including cost of all material, labour, T&P, labour cess, royality and all taxes. required for proper completion of the work. As per S.I. No. 281 |
| 10 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in proportion of 4:2:1 Including cost of all material, labour, T&P, labour cess, royality and all taxes. required for proper completion of the work. As per S.I. No. 279(a) |
| 11 | M - 150 Brick work in 1:3 (one cement & three coarse sand) mortar in foundation & plinth Including cost of all material, labour, T&P, labour cess, royality and all taxes complete. required for propor complition of the work S.I. No. 307 |
| 12 | Supply and fixing of 1000 mm dia NP3 type Hume Pipe S&S in position including labour and T&P etc. required for proper completion of work. |
| 13 | 12 mm thick plaster with cement & approved coarse sand in 1:4 over brick work minimum thickness not be less than 1 cm Including cost of all material, labour, T&P, labour cess, royality and all taxes complete. required for propor complition of the work S.I. No. 584a |
| 14 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-15) |
| 15 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (PCC M-20) |
| 16 | Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) |
| 17 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend hooks, and authorized overlapping shall be measured and including cost of binding wire. |
| 18 | Providing and Laying Filter material underneath pitching in slopes complete as per drawing and Technical Specification |
| 19 | 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 specifications |
| 20 | 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 |
| 21 | Making balli piling in river stream for providing of a dry working area including , soring G.I. sheets , E.C. bags , earth work, etc as required & directed by the E/I |
| 22 | Structural steel or iron work in cutting edge of well brought to required shape & joint as necessary including suplly of steel , its cutting , bending, welding & completion of work as directed by E-I-C. wastages etc. for proper completion of work. |
| 23 | R.C.C. work in M-30 in well curb with cement , approved coarse sand & 2 Cm. Gauge well graded grit including necessary shuttering , placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work. |
| 24 | R.C.C. work in M-30 in well Steining with cement , approved coarse sand & 2 Cm. Gauge well graded grit including necessary shuttering , placing and fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work. |
| 25 | Sinking of wells 5.50Mtr. External dia through all kinds of sand silt, clay except hard stratum like Kankar, boulders, rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc. was required for proper completion of the work. 0.00 meter to 3.00 meter, Well A1&A2 P1 |
| 26 | Sinking of wells 5.50Mtr. External dia through all kinds of sand silt, clay except hard stratum like Kankar, boulders, rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc. was required for proper completion of the work. 3.00 meter to 10.00 meter., Well A1&A2 P1 |
| 27 | Sinking of wells 5.50Mtr. External dia through all kinds of sand silt, clay except hard stratum like Kankar, boulders, rocks only below the low water level including loading and unloading of weight and pumping out of water including necessary T&P machines, labour etc. was required for proper completion of the work. 10.00 meter to 20.00 meter., Well A1&A2 P1 |
| 28 | C.C. work in M-25 in bottom plugging of well with cement , approved coarse sand and 2cm gauge well graded grit including necessary shuttering, placing & fixing of reinforcement including its binding with wire but excluding cost of reinforcement & also including supply of all materials, labours T&P etc. required for proper completion of the work. |
| 29 | Local sand filling in side the well between bottom and top plugging including watering ramming and also including necessary T&P etc. required for proper completion of work S.I. No. 39A |
| 30 | C.C. work in M-20 in Intermediate plugging of well with cement , approved coarse sand and 2cm gauge well graded grit & also including supply of all materials , labours T&P etc. required for completion of the work |
| 31 | RCC work in M-30 in well caps with cement approved coarse sand & 2cm gauge well graded grit including necessary shuttering placing & fixing of reinforcement including its binding with wire but excluding cost of reinforcement and also including supply of all materials, labours T&P etc. required for proper completion of the work. |
| 32 | M-30 grade reinforced cement concrete in approach slabs as per drawings and clause 1200,500&1700 of MoRTH Specifications (2001) |
| 33 | Furnishing and placing RCC/PSC M-40 in superstructure as per drawing and T.S. with cement approved coarse sand & 2cm gauge well graded grit including necessary shuttering , placing & fixing of reinforcement including its binding with wire but excluding cost of reinforcement & also including supply material , labour and T&P etc. required for proper completion of the work |
| 34 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. |
| 35 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement as per MORT&H Specifications 2702 complete as per drawing and Technical Specifications |
| 36 | HYSD Steel or iron work in well steining ,well cap, abutments and their caps, slabs, curbs etc. brought to required shape including cutting, bending & also including cost of necessary reinforcement for proper completion of work. Reinforcement in Foundation |
| 37 | HYSD Steel or iron work in well steining ,well cap, abutments and their caps, slabs, curbs etc. brought to required shape including cutting, bending & also including cost of necessary reinforcement for proper completion of work. Reinforcement in Substructure |
| 38 | HYSD Steel or iron work in well steining ,well cap, abutments and their caps, slabs, curbs etc. brought to required shape including cutting, bending & also including cost of necessary reinforcement for proper completion of work. Reinforcement in Superstructure |
| 39 | Providing sleaves nuts of a approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by the E/I |
| 40 | 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. |
| 41 | Supplying & fixing of 100mm dia Drainage Spouts complete as per drawing and Technical specificationwork. 2705 |
| 42 | Supplying fitting & fixing in position to line and level elastomeric bearing of approved Company/ Manufacturer conforming to IRC : 83(Part-III) section-IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specification. |
| 43 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 44 | First Class Brick Work in 1:6 Cement Fine Sand mortar for making Dhula for well curb , Reference Pillar, centre Pillar,Bench Marks etc as per SI 303 |
| 45 | Dewatering by diesel pump per hour including fuel mobel oil, operator & helper etc. |
| 46 | 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 2 m centre to centre, 1.8 m high, 1.1 m 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 fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. |
| 47 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting type 11, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. |
| 48 | 12 mm thick plaster with 1 part of cement and 3 part of coarse sand over brick work including supply of all materials, labour and T&P etc. required for proper completion of work. As per PWD SI No. 583) |
| 49 | White washing and letter printing for number plate Please Enable Macros to View BoQ information |
