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| 1 | FOUNDATION |
| 2 | WELL CURB |
| 3 | WELL STEINING |
| 4 | BOTTOM PLUG |
| 5 | INTERMEDIATE PLUG |
| 6 | WELL CAP |
| 7 | FALSE STENING |
| 8 | SAND FILLING IN WELL |
| 9 | FABRICATION & PLACING CUTTING EDGE |
| 10 | BENDING BINDING AND PLACING HYSD BAR |
| 11 | ISLAND FOR PLACING CURB ISLAND ASSUMING DEPTH OF WATER 4M AND HEIGHT PF ISLAND 4.5M |
| 12 | SHINKING OF 5.5 M DIA WELL |
| 13 | Depth Below Bed Level upto 3.0 M |
| 14 | Beyond 3 M upto 10 M Depth |
| 15 | Beyond 10 M upto 20 M Depth |
| 16 | Beyond 20 M upto 30 M Depth |
| 17 | STEEL PILE BRIDGE |
| 18 | SUB-STRUCTURE |
| 19 | PROVIDING AND LAYING RCC M-35 IN ABUTMENT FRAME |
| 20 | PROVIDING AND LAYING RCC M-35 IN ABUTMENT TOP BEAM |
| 21 | PROVIDING AND LAYING RCC M-35 IN PIER |
| 22 | PROVIDING AND LAYING RCC M-35 IN PIER CAP |
| 23 | PROVIDING AND LAYING RCC M-35 IN BACK WALL, WING WALL & PARAPET WALL |
| 24 | PROVIDING AND LAYING RCC M-35 IN BEARING PEDASTAL |
| 25 | PROVIDING AND LAYING RCC M-35 IN SISMIC ARRESTER |
| 26 | SUPPLYING FITTING AND PLACING HYSD BAR |
| 27 | POT / PTFE BEARING |
| 28 | SUPER-STRUCTURE |
| 29 | PROVIDING AND LAYING RCC/PSC GRADE M-45 IN T-BEAM SLAB |
| 30 | PROVIDING AND LAYING RCC M-40 IN DECK SLAB & FOOTPATH |
| 31 | PROVIDING AND LAYING RCC M-40 IN X-BEAM |
| 32 | PROVIDING AND LAYING RCC M-40 IN CRASH BARRIER |
| 33 | P.C.C. M-15 IN LEVELLING COURSE BELOW APPROACH SLAB |
| 34 | PROVIDING AND LAYING M-35 IN APPROACH SLAB |
| 35 | SUPPLYING, FITTING AND PLACING HYSD BAR IN SUPER STRUCTURE |
| 36 | PROVIDING H.T. STRAND INCLUDING ALL ACCESSORIES FOR STRESSING OPERATIONS AND GROUTING COMPLETE AS PER DRAWING AND TECHNICAL SPECIFICATION. |
| 37 | PROVIDING AND FIXING DRAINAGE SPOUTS AS PER DRAWING AND TECHNICAL SPECIFICATIONS |
| 38 | PROVIDING AND FIXING OF STRIP SEAL EXPANSION JOINT CATERING TO MAXIMUM HORIZONTAL MOVEMENTS UP TO 70 MM |
| 39 | PROVIDING, FITTING AND FIXING M.S. PIPE RAILING OVER CRASH BARRIER AS PER DRAWING AND TECHNICAL SPECIFICATION |
| 40 | PROVIDING AND LAYING OF WEARING COAT CC M-30 |
| 41 | PAINTING ON CRASH BARRIER (DEEP PRIMER OF REMMERS) |
| 42 | THERMOPLASTIC PAINT |
| 43 | CAT EYES |
| 44 | RECTRO REFLECTIVE SIGN |
| 45 | ROAD DELINATOR |
| 46 | APPROACH ROAD |
| 47 | 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 as per specification. |
| 48 | Construction of Granular Sub-Base (G.S.B.) 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 clause 401 |
| 49 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (W.M.M.) 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. |
| 50 | Providing and laying Dense Graded Bituminous Macadam (D.B.M.) with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. 505 complete in all respects. |
| 51 | Providing and laying Bituminous Concrete (B.C.) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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. 507 complete in all respects |
| 52 | 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 0.75 kg/sqm using mechanical means. |
| 53 | Providing and applying Tack Coat with Bitumen Emulsion using VG-10 pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. |
| 54 | Brick on Edge both sides of road with first class brick 8 cm wide and 12 cm deep including labour & supply of brick complete as per specification. |
| 55 | Construction of K.C. Type Side Drain. |
| 56 | Construction of Chute Drain (15 M Interval). |
| 57 | Providing & Erecting \\"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, 150x75x5 MM spaced 2 M center to center 1.8 M height, 1.1 M below ground/road level all steel parts and fitments to bge galvanized by hot dip process all fitting to conform to IS : 1364, metal beam rail to be fixed on vertical post with a spacer of channel section 150x75x5 MM, 33MM long complete as per clause 810. |
| 58 | PROTECTION WORK |
| 59 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 60 | 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 |
| 61 | Excavation for boulder apron in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 62 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. Please Enable Macros to View BoQ information |
