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| 1 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 2 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete.1. Welded |
| 3 | Engagement of Tractor with trolley |
| 4 | Engagement of JCB |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for:1 Foundations, footings, bases for columns |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:1.Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 9 | 15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 10 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. |
| 11 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). |
| 12 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 13 | Scarifying metalled (water-bound) road surface including disposal ofrubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity |
| 14 | Supply and stacking of graded stone agg 63-45mm size(crushed/quarry)incl. Supply and stacking of stone screenings/chippings at site 13.20mmnominal size (Type –A) incl. Laying of WBM with specified stone agg. Stone screening and binding material incl. screening sorting spreading to template and consolidation with PRR8-10 tonne capacity etc. Incl. all carriages upto site of work by MT. |
| 15 | Supply and stacking of graded stone agg 53-22.4mm size(crushed/quarry)incl. Supply and stacking of stone screenings/chippings at site 11.20mmnominal size (Type –B) incl. Laying of WBM with specified stone agg. Stone screening and binding material incl. screening sorting spreading to template and consolidation with PRR8-10 tonne capacity etc. Incl. all carriages upto site of work by MT. |
| 16 | Scarifying the existing bituminous road surface to a depth of 50mm anddisposal of scarified material within all lifts and lead upto 1 km (by mechanical means). |
| 17 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 18 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specification including all carriages complete. (on BT Surface) |
| 19 | Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as per specification including all carriages complete. (on WBM Surface) |
| 20 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premised with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled , vibratory and tandem rollers as per specifications to achieve the desired compaction and density , complete as per specificationsand directions of Engineer-in charge 50 to 100mm average compacted thickness with bitumen of grade [email protected]% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH Capacity including all carriages complete |
| 21 | Providing and laying semidense bituminous concrete using crushed stoneaggregate of specified grading with bituminous binder and filler, transporting the hot mix to work site by tippers , laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled , vibratory and tandem rollers to achieve the desired compaction and density as per speciation , complete and as per directions of Engineer-in-charge including carriage complete |
| 22 | Providing and laying seal coat of premixed fine aggregate (Passing 2.36mm and retained on 180 micron sieve) with bitumen using 128Kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60cum of fine aggregate per 100sqm of road surface including rolling and finishing with road roller all complete including all carriages |
| 23 | Clearance of existing drain and choked pipes with removal of pipes & Mulba from road side disposal on the road by mechanically means etc complete asper direction of incharge Engineer |
| 24 | Providing and applying 2.5mm thick road marking strips (retro-reflective)of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, drivenby experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of Engineer-in-charge andaccordance with applicable specification |
| 25 | Dismantling of Kerb stones including cleaning the same and re fixing in position to the required level line and curvatures in cement mortar 1:3 20mm thick (1 cement :3 fine sand) including providing and laying of cement concrete block 1:2:4 (1cement :2 coarse sand :4 graded stone aggregate ) and shuttering as per the direction of EIC including all carriages of materials as involved upto site of work and disposal of unserviceable material got from dismantling outside the municipal limitscompleted (finished work to be measured ) |
| 26 | Providing and laying at or near ground level precastcement concrete kerb stones of M-15 grade cement in position to the required line, level and curvature in cement mortar 1:3 (1 cement: 3 coarse sand) as per direction ofEIC including carriages of all material as involved upto ste of work complete ( Finished work to be measured ) and pre cast kerb stone shall be approved by the EIC |
| 27 | Painting withready mixedsynthetic enamel paint of approved brand and manufacture of required colour to give an even shade. one or more coats on New work.incl. all carriages of material involved. |
| 28 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 29 | Providing and laying of 450mm dia RCC Spun Pipes as X drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete |
| 30 | Providing and laying of 350mm dia RCC Spun Pipes as X drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete |
| 31 | Providing and laying of 600mm dia RCC Spun Pipes as X drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete |
| 32 | Providing and laying of 300mm dia MS Pipes as X drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete |
| 33 | Providing and laying of 200mm dia RCC Spun Pipes as X drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete |
| 34 | Providing and laying of 100mm dia RCC Spun Pipes as X drainage in position to the required slopes and grades including earth work in excavation and refilling the same and providing of proper cushioning including carriages of pipes upto site of work complete |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work over as under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 36 | Felling trees of the girth (measured at a height of 1 m above ground level) includingcutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. .1 Beyond 30 cm girth upto and including 60 cm girth |
| 37 | Felling trees of the girth (measured at a height of 1 m above ground level) includingcutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. .2 Beyond 60 cm girth upto and including 120 cm girth. |
| 38 | Engagement of Labourersfor clearance as per directed by direction of Engineer -in-charge |
| 39 | Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956- 01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment).16.67.1 Overhead informatory road signage |
| 40 | Providing Retro-reflective regulatory sign board of size 900mm diameter made out of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity grade A. the aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square post made of M.S. angle 50x50x4mm, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge. |
| 41 | Providing and fixing high intensity heat activated Retro Reflective PVC Tape/Sheeting of approved brand and manufacture including adhesion to surface and all costs and carriages complete |
| 42 | 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 |
| 43 | Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and 0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be embedded in M 15 grade cement concrete foundation 2400 x 450 x 900 mm (depth), strengthened by a strut ofRSjoist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8 mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design and drawing, rate excluding excavation and cement concrete. |
| 44 | Providing and erecting street light mounted on a steel circular hollow pole of standard specifications for street lighting, 10 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. |
| 45 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm) including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). |
| 46 | Road Markers/Road Stud with Lense Reflector / Solar Powered Road Marker ( Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. |
| 47 | Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3,2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mountedon a mild steelcircular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. |
| 48 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro-reflectorised sign as perIRC :67 made ofHigh Intensitygrade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick orAluminum composite material sheet with overall thickness of 4 mmwith areaexceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mountedon two nos. of mild steelcircular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 49 | Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with Forked Soil Renovation lawns including, weeding, forking the ground, top dressing with forked soil, watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn, free from weeds, and fit for moving and disposal of rubbish as directed, including supplying good earth, if needed but excluding the cost of well decayed farm yard manure |
| 50 | Tree Guard with MS IronProviding and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects. |
| 51 | Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work 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 a nd other foreign matter, demarcation at site and traffic control |
| 52 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. |
| 53 | Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings |
| 54 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. |
| 55 | Land Slide Clearance in soil Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side |
| 56 | Restoration of Rain Cuts Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes |
| 57 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. Incl carraige from approved source |
| 58 | P/L and rolling with80-100 KN Roller 20mm thickcompacted premix carpet surfacing using bitumen of grade 80/100 @ 1.44kgs/sqm of road surface using stone chippings 0.027cum/sqm (13.20mm size 0.018cum and 11.20mm size @ 0.009cum/sqm)incl. providing androlling with 80-100 KN roller seal coat of premixed fine agg. using bitumen @ 0.768kg/sqm of road surface usingstone grit/ sand @ 0.006cum/sqmn all inclusive incl. preparing surface for tack coat by wire Brushingbrooming and fanning the surface with gunny bags to remove mud loose dirt and dust providing and applying primer/tack coat using hot straight runbitumen of grade 80/100 over prepared surface incl. cost of tar and carriage up to site of work complete(for tack coat @ 0.75kgs of bitumen/sqm on WBM surface (Manually) |
| 59 | Providing laying spreading and compacting graded stone aggregate(size range 53mm to 0.75mm)to wet mix macadam(WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site for all leads andlifts ,laying in uniform layers with mechanical paver finisher in sub-base/base courses and well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density incl. surface corrections complete as per IRC specification.(75mm thick/100mm thickand direction of Engineer- in- charge (in patches) |
| 60 | Providing and applying tack coat using hot straight run bitumen of VG-10 grade incl. heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface to remove all dirt, dust, mud etc. & finally brooming the surface as per required specification complete job on WMM Surface @0.75 kg / Sqm |
| 61 | Providing and laying premix bituminousmacadam base course with stone agg. Of qualtiy and grading as specifiedin CPWD specifications and straight run bitumen of VG 10 grade 3.3%by weight of total mix @60kgs total mix/cum incl. hot mixing of stone agg. and bitumen in hot mixplant, transporting mixed material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8-10 tonne capacity to achieve the required compaction and density 50 mm incl. cost of carriage of all materialinvolved cost of all materials involved |
| 62 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying withpaver finisher equipped with electronic sensor to the required grade, leveland alignment and rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction and density as per specification,complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot MixPlant of 100-120 TPH capacity. |
| 63 | P/L of 6 mm thick compacted seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve, with bitumen 128 Kg of bitumen of VG-10 gradeper cubic meter of fine aggregate (0.768 kg. of bitumen per square meter) and 0.60 cum of fine aggregate /100 sqm of road surface incl. rolling and finishing complete as per MOST specifications incl. cost and carriage of all materials involved from source upto site of work complete. |
| 64 | Note. Any other item not covered in the BOQ, if required to be executed at site, shall be paid strictly as per the rate mentioned in JKSOR-2022/LMR after deducting the contractors depreciation |
