|
| 1 | Demolishing cement concrete manually/ by mechanical means and incluiding disposal of material within 50 metres lead as per direction of Engineer-in-charge. Normal 1:3:6 or richer Mix.(l/c equivalent design mix) |
| 2 | Demolishing R.C.C work manually/ by mechanical means incluiding stacking of steel bars and disposal of unserviceable materials within 50 metre lead as per direction of Engineer - in-charge. |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, incluiding removal of rubbish etc, disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-charge. |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m,and lift upto 1.5m, as directed by Engineer-in-charge. : All kinds of soil. (C.R.) The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in- Charge(CR). |
| 5 | Filling available excavated earth (excluiding rock) in trenches, plinth , sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering , lead up to 50m and lift upto 1.5m |
| 6 | Disposal of building rubbish / malba / similar unserviceable , dismantled or waste materials by mechanical means incluiding loading transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge. Beyound 50 m initial lead, for all leads incluiding all lifts involved. |
| 7 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller incluiding making good the undulations etc. and re rolling the sub grade and disposal of surplus earth with lead up to 50 meters. |
| 8 | Construction of granular sub-base by providing close graded 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 roller to achieve the desired density, complete as per clause 401. |
| 9 | 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. |
| 10 | Providing and applying Primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.0 kg/sqm using mechanical means. |
| 11 | Providing and laying dense graded bituminous macadam 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: 505 complete in all respects. |
| 12 | Providing and applying tack coat using hot straight run bitumen of grade 80/100 incluiding heating the bitumen, sraying the bitumen with mechanically operated spray unit fitted on bitumen : On bituminous surface @ 0.50 kg/sqm. |
| 13 | Providing and laying bituminous concrete 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 |
| 14 | Providing and laying Mastic Wearing course ( as per specifications ) with Industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, Incluiding providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4mm over mastic surface, Incluiding cleaning the surface, removal of debris etc. All complete. ( Considering bitumen using 10.2% as per MORTH specification ) 40mm thick |
| 15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level 1:4:8 (1cement :4 course sand (zone III ):8 graded stone aggregate 40mm nominal size ). |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for :Wall any thickness including attached pilasters, buttresses, plinth and string course etc. |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth and above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impaining strength and durability as per direction of the Engineer-in-charge. (Note Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works up to plinth level. |
| 21 | Extra for providing richer mixes at all floor levels. Note :- Excess/less cement over the specified content used is payable/recoverable separately . Providing M-30 grade concrete inseed of M-25 grade BMC/RMC. ( Note:- Cement content considered in M-30 is @340 kg/cum). |
| 22 | Providing wall putty on new surface with approved quality material of Berger/JK/Birla of similar make 2 coats |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 24 | Manufacturing, Supplying and fixing retro reflective overhead signage boardmade up of 2mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens tyoe 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 back ground and with high intensity grade, pasted on substratre 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 aluminium alloys, rivets or bolts & nuts @ 300mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, incluiding the cost of painting with Two or more coats of epoxy paint in grey colour on the back side of aluminium sheet incluiding appropriate priming coat. The rate incluides 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 drawings, specification and direction of the 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) |
| 25 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc. incluiding cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, incluiding welding and bolted with special shaped washers Electric resistance or induction bult welded tubes etc complete. |
| 26 | Steel work welded in built up sections/ framed work, incluiding cutting ,hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 27 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron ) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, incluiding drilling of hole in frame, concrete/ masonry, etc. as per direction of Engineer-in-charge.10 mm dia double threaded 6.8 grade |
| 28 | Providing and laying factory made chamferededge Cement Concrete Paver Blocks in Footpath, parks, lawns, drive ways, or light traffic parking etc, of required strenght, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm 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 as per required size and pattern, finishing and sweeping extra san. complete all as per direction of Engineer-in-charge. 60mm thick c.c. paver block of M-35 grade with approved color and design. Please Enable Macros to View BoQ information |
