|
| 1 | By Mix in Place Method - Construction of granular sub-base by providing granular material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401Granural Sub-Base Grading-I Material |
| 2 | Wet Mix Macadam -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 densityLaying Using Mechanical Paver |
| 3 | Surface Course (Bituminous) Prime Coat over WMMProviding and applying Primer coat with Cutback MC 30 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60kg/ sqm using mechanical means. |
| 4 | Tack Coat on WMMProviding 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. |
| 5 | Dense Graded Bituminous Macadam Gr-I -Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder@ 4.0% by weight of total mix and filler, transporting the hot mix to worksite, laying with a 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. |
| 6 | Tack Coat on Dense Graded Bituminous Macadam wtih primer -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. |
| 7 | (B.C) Bituminous Concrete Gr IIProviding and laying bituminous concrete with high capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous [email protected]% of mix and filler, transporting the hot mix to worksite, laying with a paver 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 respect. |
| 8 | Seal Coat Type B :Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen ofsuitable grade. |
| 9 | Improvement of Major Junctions considering - Road Furnitures i.e signage, Road Marking etc., Retro-reflectorized Traffic Signs Providing and fixing of retro-reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm thick aluminum sheeting vide clause 801.3, 3mm /4mm thick Aluminum Composite material material sheet depending upon the size of the sign fixed over back supported frame of minimum 25mm x25mm x3mm Angle mounted on a mild steel circular pipe 65NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x60cm, below ground level as per approved drawing. the sign shall be maintained as per section 12 of IRC 67. with 600 mm equilateral triangle |
| 10 | 60 cm circular |
| 11 | 75 cm high octagon |
| 12 | Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman (Hyphens and the like not to be measured and paid for) |
| 13 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work with ready mixed road marking paint conforming to IS : 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control. Over 10 cm in width |
| 14 | Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sod sand watering |
| 15 | TRAFFIC SIGNS, MARKINGS & OTHER ROADAPPURTENANCESRetro-reflectorized Traffic Signs Providing and fixing of retro-reflectorized cautionary, mandatory and informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm thick aluminum sheeting vide clause 801.3, 3mm /4mm thick Aluminum Composite material material sheet depending upon the size of the sign fixed over back supported frame of minimum 25mm x25mm x3mm Angle mounted on a mild steel circular pipe 65NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x60cm, below ground level as per approved drawing. the sign shall be maintained as per section 12 of IRC 67. with 600 mm equilateral triangle |
| 16 | 60 cm circular |
| 17 | Printing New Letter and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman (Hyphens and the like not to be measured and paid for) |
| 18 | Direction and place identification signs upto 0.9 sqm size Board IRC : 67 made of high intensity grade sheeting vide clause 801.3,fixed over aluminium sheeting,2mm thck of aluminium sheet overall thck 4mm with area 0.9sqm,fixed over back support frame of 35x35x3 mm angle mounted on mild steel circular 65NB, firmly fixed to the ground by means of property |
| 19 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work with ready mixed road marking paint conforming to IS : 164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control. upto 10 cm in width |
| 20 | Street Lighting Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp and fixed firmly in concrete foundation. For fixing in Footpath |
| 21 | Cast in Situ Cement Concrete M20 Kerb- Construction of cement concrete kerb with top and bottom width115mm and 165 mm respectively, 250 mm high in M 20 grade onM-15 grade foundation 150 mm thick, foundation having 50 mmprojection beyond kerb stone, kerb stone laid with kerb layingmachine, foundation concrete laid manually, all complete as perclause 409 Using Concrete Batching and Mixing Plant PCC M20 for Kerb cast in situ |
| 22 | Painting Two Coats on New Concrete SurfacesPainting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 23 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. Class - 3 ( working pressure 6.0 kg / cm2) 140 mm OD |
| 24 | Supplying and laying aluminium conductor armoured cable with necessary connection etc as required 2 core 16 Sq mm |
| 25 | Footpaths and SeparatorsConstruction of footpath by providing a 150mm thck compacted GSB as per clause 401 and 25mm thck cement concrete M15,over land with pre cast concrete tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb channel |
| 26 | Signature Road Urban ElementsProviding and laying factory made chamfered edge cement concrete paver blocks in footpath, parks, lawns, driveways or light traffic parking etc. of required strength, thickness and size/shape,made by table vibratory method using PU mould laid inrequired colour and pattern over50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks asper required size and pattern, finishing and sweeping extras and, complete all asper direction of Engineer-in-charge 60mmthick cement concrete paver block of M-35 gradewith approved colour, design and pattern |
| 27 | Cement Conc. Bench - Providing and making Conc. Bench made out of M25 Conc in round shape of dia 450mm and height - 450mm as per sketch. |
| 28 | Planter Conc work) -Making and fixing planter with Cement Conc. M25 including shuttering and steel wall 115 mm thick finish with tile clading and top to be finished with granite stone as copping as per sketch and drg. Sixe - 900x900 x 600 mm clear |
| 29 | Gazebo (Conc work) -Making and fixing Gazebo with Cement Conc. M25 including shuttering and steel wall 115 mm thick finish with waterproorf paint asper sketch and drg. Sixe - 3000x1200 x 2800 mm |
| 30 | Sculpture with sitting Making and fixing Sculpture with sitting with Cement Conc. M25 including shuttering and steel wall 115 mm thick finish with waterproorf paint asper sketch and drg. |
| 31 | Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. Class - 3 ( working pressure 6.0 kg / cm2) 140 mm OD |
| 32 | Providing and fixing in position with all respect over conc. Base & fastener as required - Post top decorative Lantern 3.750 mt Twinkle Lite-UDPL-115 |
| 33 | Construction of BOX/PIPE Culverts BOX Culverts- 1X1.5X1.5mtr |
| 34 | BOX Culverts- 1X1.0X1.0mtr |
| 35 | BOX Culverts- 1X1.0X5.0mtr |
| 36 | BOX Culverts- 1X2.5X4.0mtr |
| 37 | BOX Culverts- 1X2.0X1.0mtr |
| 38 | BOX Culverts- 1X2.0X1.5mtr |
| 39 | BOX Culverts- 1X2.0X2.0mtr |
| 40 | BOX Culverts- 1X2.0X8.0mtr |
| 41 | BOX Culverts- 1X3.0X2.5mtr |
| 42 | BOX Culverts- 1X5.0X10mtr |
| 43 | 2000 Mtr dia Pipe Culvert |
| 44 | 1500 Mtr dia Pipe Culvert |
| 45 | 1200 Mtr dia Pipe Culvert |
| 46 | 1000 Mtr dia Pipe Culvert |
| 47 | 600 Mtr dia Pipe Culvert |
| 48 | Drain Crossing cover by Grating 500X800 |
| 49 | Slope Protection workExcavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 50 | Providing weep holes on brick masonry/ plain/ reinforced concrete wall with 100 mm dia uPVC pipe with ISI mark of approved/ reputed make extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cutting, fixing etc. complete as per drawing and direction of the Engineer-in-Charge and technical specification. Considering 1nos per sqm |
| 51 | Retaining / Breast wall - in foundation Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete1:6:12(1 cement:6 coarse sand:12 graded stone aggregate20 mm nominal size)at plinth level with : Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 52 | Retaining / Breast wall - in super structure - Random rubble masonry with hard stone in superstructure above plinth level and upto floor V level, including levelling up with cement concrete1:6:12 (1cement: 6coarse sand : 12graded stone aggregate 20mm nominal size) at window sills, ceiling level and the like : Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 53 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification using batching plant & Concrete pump: PCC M15 Grade |
| 54 | RCC Grade M30 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.using batching plant & Concrete pump |
| 55 | Supplying, Fitting and Placing un-coated HYSD bar reinforcement in Foundation complete as per drawing and technical specifications. |
| 56 | Metal Beam Crash Barrier 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 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 811 |
| 57 | Miscellaneous-Excavation and Dismantling Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters Lime /Cement Concrete By Mechanical Means Cement Concrete Grade M-15 & M-20\\" |
| 58 | Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. |
| 59 | Construction of Embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet the requirement of Table 300-2 |
| 60 | Carriage of Excavated Earth Up -5 km |
| 61 | Construction of Road Side DrainCovered RCC drain- 300x500 |
| 62 | Un Covered RCC drain- 400x600 |
| 63 | Un- Covered RCC drain- 300x500 |
| 64 | Environmental Cost (EMP Cost)Introduction and Sensitization to Environmental Issues |
| 65 | EMP implementation |
| 66 | Contractors Orientation to Workers on EMP implementation |
| 67 | Civil WorksWater Sprinkling for dust suppression |
| 68 | Provisional sum - Add for unforeseen utility shifting, road cutting, conducting workshop and employer share for contractor and dispute litigation Please Enable Macros to View BoQ information |
