| 1 | 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: | BI01010001010000000000000515BI0100001113 | | |
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| 2 | 1.1 | All kinds of soil | | 45 | Sqm |
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| 3 | 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. | | | |
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| 4 | 2.1 | All kinds of soil | | 225 | Cum |
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| 5 | 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (a) All kinds of soil | | | |
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| 6 | 3.1 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | | 35 | metre |
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| 7 | 4 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m. | | | |
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| 8 | 4.1 | All kinds of soil | | 175 | each |
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| 9 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | | | |
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| 10 | 5.1 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 45 | cum |
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| 11 | 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : | | | |
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| 12 | 6.1 | 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | | 35 | Cum |
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| 13 | 7 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and 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 plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. Note : 1) Less cement used than specified in this item is recoverable separately. | | | |
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| 14 | 7.1 | M-10 grade plain cement concrete (cement content considere @ 220 kg/cum) | | 104 | cum |
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| 15 | 8 | Centering and shuttering including strutting, propping etc. and removal of form for : | | | |
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| 16 | 8.1 | Foundations, footings, bases of columns, etc. for mass concrete | | 200 | sqm |
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| 17 | 8.2 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | | 1000 | sqm |
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| 18 | 8.3 | Suspended floors, roofs, landings, balconies and access platform | | 400 | sqm |
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| 19 | 8.4 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | | 300 | sqm |
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| 20 | 8.5 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | | 50 | sqm |
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| 21 | 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | | | |
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| 22 | 9.1 | Thermo-Mechanically Treated bars | | 7500 | Kg |
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| 23 | 10 | 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 impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) | | | |
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| 24 | 10.1 | All works upto plinth level | | 75 | cum |
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| 25 | 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | | | |
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| 26 | 11.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | | 35 | cum |
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| 27 | 12 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : | | | |
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| 28 | 12.1 | cement mortar 1:4 (1 cement : 4 coarse sand) | | 25 | sqm |
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| 29 | 13 | Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in foundation and plinth in: | | | |
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| 30 | 13.1 | Cement mortar 1:6 (1 cement : 6 coarse sand) | | 35 | Cum |
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| 31 | 14 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | | | |
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| 32 | 14.1 | Hot finished welded type tubes | | 5000 | kg |
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| 33 | 15 | Welding by gas or electric plant including transportation of plant at site etc. complete | | 20000 | cm |
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| 34 | 16 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | | | |
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| 35 | 16.1 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | | 7000 | kg. |
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| 36 | 17 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | | | |
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| 37 | 17.1 | Ordinary cement without any pigment | | 125 | sqm |
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| 38 | 18 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete | | | |
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| 39 | 18.1 | Red sand stone slab 40 to 50 mm thick | | 250 | sqm |
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| 40 | 19 | 12 mm cement plaster of mix : | | | |
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| 41 | 19.1 | 1:6 (1 cement: 6 coarse sand) | | 650 | sqm |
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| 42 | 20 | 15 mm cement plaster on rough side of single or half brick wall of mix: | BI01010001010000000000000515BI0100001113 | | |
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| 43 | 20.1 | 1:6 (1 cement: 6 coarse sand) | | 650 | sqm |
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| 44 | 21 | 12 mm cement plaster | | | |
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| 45 | 21.1 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. | | 520 | sqm |
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| 46 | 22 | Finishing walls with Acrylic Smooth exterior paint of required shade : | | | |
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| 47 | 22.1 | New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | | 2500 | sqm |
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| 48 | 23 | Finishing with Epoxy paint (one or more coats) at all locations prepared and applied as per manufacturer’s specifications including preparation of surface, etc. complete. | | | |
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| 49 | 23.1 | On steel work | | 6000 | sqm |
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| 50 | 24 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | | | |
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| 51 | 24.1 | Two or more coats on new work | | 8840 | sqm |
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| 52 | 25 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). | | 500 | sqm |
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| 53 | 26 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : | | | |
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| 54 | 26.1 | One or more coats on old work | | 79228 | sqm |
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| 55 | 27 | Finishing walls with Acrylic Smooth exterior paint of required shade: | | | |
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| 56 | 27.1 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | | 13000 | sqm |
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| 57 | 28 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In- Charge. | | 75 | sqm |
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| 58 | 29 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.: | | | |
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| 59 | 29.1 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | | 115 | cum |
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| 60 | 30 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | | | |
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| 61 | 30.1 | In cement mortar | | 50 | cum |
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| 62 | 31 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): | | | |
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| 63 | 31.1 | From brick work in cement mortar | | 9768 | 1000 nos |
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| 64 | 32 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : | | | |
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| 65 | 32.2 | Bituminous road | | 550 | sqm |
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| 66 | 33 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | | 500 | sqm |
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| 67 | 34 | Providing and applying tack coat using bitumen emulsion conformingto IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. | | | |
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| 68 | 34.1 | With medium setting bitumen emulsion | | | |
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| 69 | 34.2 | On W.B.M / W.M.M. @ 0.4kg/sqm | | 550 | sqm |
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| 70 | 34.3 | On bituminous surface @ 0.25kg/sqm | | 9680 | sqm |
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| 71 | 35 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. | | 50 | Each |
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| 72 | 36 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using theadhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | | 1200 | Each |
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| 73 | 37 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smoothwheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. | | | |
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| 74 | 37.1 | 50 to 100 mm average 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 Mix Plant of 100-120 TPH capacity. | | 169 | cum |
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| 75 | 38 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped 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 specification, complete and as per directions of Engineer-in-Charge. | | | |
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| 76 | 38.1 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | | 254 | cum |
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| 77 | 39 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium 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 back ground and with highintensity 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 aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre 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 aluminium 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 drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. | | | |
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| 78 | 39.1 | Overhead informatory road signage | | 20 | sqm |
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| 79 | 40 | Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing, specification and direction of Engineer--in-charge. | | | |
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| 80 | 40.1 | Mandatory/ Regulatory sign boards of 900 mm diameter with support length of 3750 mm | | 22 | Each |
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| 81 | 41 | Providing and applying 2.5 mm thick road marking strips (retroreflective) 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, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | | 7000 | Sqm |
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| 82 | 42 | Providing and fixing post delineators made of ABS round body fittedwith 2 nos 100 mm dia high reflective reflectors and mounted on MSpipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. | | 100 | each |
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| 83 | 43 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | | 27 | cum |
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| 84 | 44 | 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. | | | |
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| 85 | 44.1 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | | 110 | cum |
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| 86 | 45 | 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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | | 110 | cum |
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| 87 | 46 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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. | | 5170 | metre |
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| 88 | 47 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceablematerial 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. | | 2257 | Sqm |
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| 89 | 48 | Laying cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (CC paver blocks shall be supplied by the department free of cost). | | 1086 | Sqm |
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| 90 | 49 | Laying at or near ground level 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). ( kerb stones shall be supplied by the department free of cost) | | 2750 | metre |
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| 91 | 50 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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 sand, all complete as per manufacturer's specifications & direction of Engineer-in- Charge. | | | |
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| 92 | 50.1 | 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. | | 1043 | Sqm |
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| 93 | 51 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | | 150 | sqm |
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| 94 | 52 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : | | | |
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| 95 | 52.1 | 250 mm dia. R.C.C. pipe | | 35 | metre |
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| 96 | 53 | Providing and fixing in position pre-cast R.C.C. Manhole cover and frame of required shape and approved quality. HD-20 | | | |
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| 97 | 53.1 | (a) Circular shape 560 mm internal diameter. | | 75 | each |
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| 98 | 54 | Providing and fixing in position pre-cast R.C.C. Manhole cover and frame of required shape and approved quality. EHD-35 | | | |
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| 99 | 54.1 | (a) Circular shape 560 mm internal dia. | | 50 | each |
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| 100 | 55 | Disposal of Malba/buidling rubbish /similar unservicable, dismantled or waste materials by mechanical means fitted with GPS mechanism, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-Charge, including all lead and lifts involved. (Payment will be made on submission of origional slip of MCD dumping ground / ILFS dumping. MCD / ILFS dumping ground tax if any shall be reimbursed separately on production of receipt). | | 1700 | cum |
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| 101 | 56 | Hiring and operation of JCB machine for a day of 8 hours including driver, Diesel, mobile oil etc in running condition for encroachment removal, desilting and locak disposal of earth/building rubbish and garbage etc. JCB shall have required size of bucket complete as per direction of Engineer-in-charge . | | 40 | Day |
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| 102 | 57 | Providing dumper / truck having capacity 8 tonne to 12 tonne at site on hire basis for a day of 8.00 hours for carrige of malba / building rubbish / demolished matrial etc. including driver, helper and POL etc. complete as per direction Engineer-in-charge. | | 40 | Day |
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| 103 | 58 | Excavation and taking out Silt/sludge/Rubbish/ Earth mixed malba from the drain culvert or sewer line in or under foul condition including pumping out water as required under restricted working conditions including all required T&P, (Disc rope, bamboos, steel rod, mask, suitable mechanical device, JCB, hydra crane, oxygen cylinder, oxygen mask, sandy soil bags, pumpset, pump operator and diesel) within 50m leads, all lifts and removal and refixing of RCC manhole cover/ portable RCC slab wherever necessary complete as per the direction of Engineer-in-Charge. The rate includes all the above operations. For payment under this item the desilting material shall be measured in stacks and 8% shall be deducted for voids, the quantity so arrived will be compared with weight of silt disposed in SLF divided by density of silt @ 1.20 MT/cum. Payment shall be made on the basis of quantity lesser of the two methods described above. (Note: The Payment of this items will be done after the production of authorised MCD receipts as per item no. 63) | | 3000 | Cum |
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| 104 | 58.1 | Add @16.84% Cost index on (A) | | 2.34718e+07 | dsr |
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| 105 | 58.2 | Minus @9.50% Cost index on (B) | | 2.74245e+07 | dsr |
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| 106 | 59 | Desilting and taking out of debris/silt rubbish etc. from drain, sump, which are heavily surcharged, by Super Sucker Machine (which consist of one No. chassis mounted machine having suction capacity of minimum 4000 litre/hrs. at 80% vacuum, 2 No. chassis mounted dump tanks having capacity of 10 cum) including safe disposal of silt within municipal limits.The operations of desilting should be videographed at each location of super sucker for a period of minimum 10 minutes per day basis and providing three sets of CD's as directed by Engineer-in-charge. The operation should also be photographed at each location, minimum ten photographs on per day basis and giving three sets of photographs. Supply of all materials, labour, T&P, temporary power connection with standby generator set of capacity at least 62.5 KVA, gas detector, forced air ventilators wherever required etc. and provision of safety equipment as per guide line laid in IS-11972* 1987, international standard, traffic control arrangement & proper lighting at night, barricading, display of signboard, insurance of worker and cleaning of site. | | | |
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| 107 | 59.1 | For sewer line/pipe drain/box drain/culvert/drain /sump/covered drains having cross sectional area upto 1.20 sqm for all depth. | | 1100 | metre |
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| 108 | 59.2 | For sewer line/pipe drain/box drain/culvert/drain/ sump/covered drains having crossecctional area more than 1.20 sqm for all depth. | | 80 | metre |
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| 109 | 60 | Providing services of Blue / Yellow Coloured painted body Mahindra Maxximo Plus / Tata Ace or equivalent (Mobile Van) (Model not before 2014) with two sides and top roof covered with M.S. Sheet and providing openable shutter with locking arrangement at back side of vehicle with information/display /PWD Logo/ Address painted with retro reflective paint/ retro reflective tape of approved colour and shade at front, both side and back of the vehicle all complete (as per sheets of rebranding of PWD maintenance van attached) for eight hours and upto 80 km per day including Petrol/CNG, Mobile Oil, Driver, one mason, three beldars with one supervisor glowing safety uniforms for urgent work, such as opening of bell mouth, cleaning of channels, carriage of materials including loading and unloading for emergency repair of roads, setting right dislocated/ disturbed kerb stones setting right, disturb drain covers/man hole covers, setting right disturbed C.C. interlocking paver blocks, setting right disturbed railing, repair of small pot holes, disposal of malba to the dumping ground upto all lead and lifts as directed by the Engineer-in-charge, including necessary T&P such rope, hammer, pahawarah, gaiti, bucket, tasla, drum, safety cones etc. including extra charges for taking permission, cost imposed for violation of traffic rules by local bodies, traffic police etc, nothing extra shall be paid on any such type of account. (Extra hours operation will be counted as one unit job for payment) the material required for repairing work shall be issued free of cost by the department. | | 680 | per day |
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| 110 | 61 | Hiring of diesel engine pump set with operating shaft round the clock 12 HP 1500 RPM of size 100x100 suction & delivery trolley mounted type complete with all accessories including 100mm dia. P.V.C pipe 15 m long, foot valves competes as required by Engineer-in –charge. i/c cost of caution board / sign board, barricading, watch & ward, tents / shed etc.but excluding the cost of HSD oil & lubricant oil. (The payment of running charges shall be paid separately.) | | 90 | day |
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| 111 | 62 | Extra for Running charges of Diesel Engine pump set including the cost of HSD oil & lubricants oil for operation of diesel pump required etc. completed as per direction of Engineer-in-Charge. | | 720 | hour |
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| 112 | 63 | Disposal of silt/sludge etc. desilted from drains/sewerline/ culvert by mechanical transport including loading and unloading and spreading with all leads and lifts upto nearest authorised MCD dumping ground/sanitary land fill site complete as per the direction of Engineer-in-charge. (Payment will be made on production of MCD receipt for payment of ground tax MCD dumping ground/sanitary land fill site tax if any shall be reimbursed separately on production of receipt). a) silt/sludge | | 4200 | M.T. |
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| 113 | 64 | Providing services of yellow Coloured Painted Body TATA ACE/ Mahindra Champion or equivalent with body structure specification as per EDMC kachcra Collection Mobile Van with Hydraulic jack fitted with information /display /PWD Logo/Address Painted with retro-reflective paint / retro reflective tape of approved colour and shade at front, both side and back of the vehicle all complete (as per sheets of rebranding of PWD Maintenance Van attached) for eight hours or 80 km per day including Petrol /CNG, Mobile Oil, Driver, Four beldars/ Sewerman with glowing safety uniforms for urgent work, such as for collection and disposed of malba / garbage/ silt /unattended material, cleaning of chocked drain, opening of bell mouth, cleaning of channels, disposal of malba to the dumping ground upto all lead and lifts as directed by the Engineer-in-Charge, including driver having a mobile phone including internet facility photography Watsapp and communication process etc necessary T & P such as rope, hammer, phawarah, gaiti, bucket, tasla, drum, safety cones etc. including extra charges for taking permission, cost imposed for violation of traffic rules by local bodies, Traffic Police etc. nothing extra shall be paid on any such type of account. (Eight hours operation will be counted as one unit job for payment, upto 80KM per day). | | 336 | Nos. |
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| 114 | 65 | Providing water tanker of 5000 liter capacity mounted on TATA 407/ Swaraj Mazda or equivalent with compressor/ hydraulic jet and hose pipe all complete in running condition for day to day washing of kerb stones, railing, footpath, plants, planters and spraying unfiltered water on road for settle the dust particle, on daily basis including labour i.e. eight beldars, driver, water cost, fuels, detergent, road safety cones, taps, and all other T&P etc. complete. As per directions of Engineer -in-Charge.Daily coverage of output will be minimum 6-8 km pass and unfiltered water consumed approx. 20000 liter per day. The working hours will be between 8.00 AM. to 5.00 PM. | | 100 | Day |
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| 115 | 66 | Providing and supplying the services of sewerman / beldar / coolie/Painter (wearing jacket of PWD logo etc.) for maintaining proper flow of S. W drain pipe drain including removing of polythene bag. vegetation, tree parts. garbage opening bell mouth etc. by using khapachies etc. daily eight hours including removal and disposal of floating material and other waste, from site to dumping ground for all lead and lift including all necessary T&P and safety equipment’s to complete as per direction of Engineer-in-charge. | | 4920 | Each |
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| 116 | 67 | Providing and laying in position ready mixed M-25 grade concrete for plain 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 plain 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 impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/ cum. Less cement used as per design mix is recoverable separately). All works upto plinth level. | | 100 | Cum |
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| 117 | 68 | Brick work with Old bricks in foundation and plinth in (old bricks shall be supplied by department free of cost): Cement mortar 1:6 (1 cement : 6 coarse sand) | | 19 | cum |
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| 118 | 69 | Deployment of supervisor for sub division office for supervising, taking photographs, necessary instruction to execute day to day work and assistance related to complained of WIMS, VIP complaint, LG, STF, CPGRAM, PGMS etc as per direction of Engineer-in-charge.( Duty of supervisior from 9:30AM to 5:30 PM f for all working days in a month shall be considered for one job per month.) | | 24 | Per Job Per month |
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| 119 | 70 | Providing and Fixing of Flexible Median Markers which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm and width of minimum 125 mm. The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The plastics used for the molding the flexible median marker shall have a minimum notched Izod Impact strength value of 4.11 J/cm (@thickness 3.17mm) at room temperature, tested in accordance with ASTM D256. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The product shall be povided with 3 year outdoor weathering report as per ASTM & IRC Standards & 10 year warranty confirmation as per IRC 67:2012 standards for the reflective sheeting used in product. The product shall have accredition with IRC. | | 500 | each |
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| 120 | 71 | Supplying of specialised intantaneous road maintenance bituminous concrete of approved quality duly packed in 25/50 Kg bags comprising necessary ingredients as per manufacture's specification. The rate shall be includes loading , unloading, stacking and carriage to PWD store as per direction of Engineer-In-Charge. | | 60 | MT |
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| 121 | 72 | Supplying and Stacking at site | | | |
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| 122 | 72.1 | Bitumen emulsion including carriage to PWD store all complete as per direction of Engineer-in-Charge. | | 4.8 | MT |
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| 123 | 72.2 | Stone aggregate (Single Size): 06 mm nominal size. | | 40 | Cum |
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| 124 | 73 | Providing and stacking. a) Stone aggregate (Single Size) 10mm nominal size. | | 40 | Cum |
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| 125 | 74 | Providing and stacking Cement (OPC) 43 Grade | | 6 | MT |
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| 126 | 75 | Providing and stacking coarse sand (Zone III) at site. | | 40 | cum |
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| 127 | 76 | Providing and stacking brick common burnt clay F.P.S. (Non modular) bricks class designation 100 at site. | | 10000 | Per 1000 |
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| 128 | 77 | Providing and stacking factory made kerb stone M-25 grade (Precast C.C. kerb stone shall be approved by Engineer-in-Charge). | | 10 | cum |
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| 129 | 78 | Washing of painted / finished surface of all type low height (3.5M) boards , railings of all type of designs, kerb stones and crash barriers i/c removing all mud, dirt and grease etc. with clean water mixed with washing powder at the rate 1/2 kg per 10 sqm area and again washing the surface with fresh water along with all T&P and barricades etc. required as per direction of Engineer -in- Charge. | | 27500 | sqm |
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| 130 | 79 | Providing and fixing of factory made precast reinforced cement concrete cylindrical bollard of size 950 mm height and 150 mm diameter, manufactured by M-30 grade of cement concrete with 4 nos, 8 mm dia, (950 mm long bars) & 4 nos-12 mm dia, (450 mm long bars) TOR steel bars and 4 nos-6 mm dia MS bar stirrups, compacted through vibro compaction process using FRP moulds to achieve shutter finish surface complete as per direction of Engineer-in-charge (the Earth work & Cement Concrete for fixing to be paid separately). | | 50 | each |
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| 131 | 80 | Providing and placing in position 150 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 10 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , in two layers, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 16 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | | 50 | Sqm |
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