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| 1 | Dismantling wrought iron or mild steel work of any description not otherwise provided for all as directed. |
| 2 | Demolition of cementconcrete (un-reinforced) of any descriptionn.exc. 15cm thickness (below or above ground level) all as Specified. And directed. |
| 3 | Demolition of cement concrete reinforced (reinforcement cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for unreinforced complete all as specified and as directed. |
| 4 | Demolition of brick work or stone/ boulder masonry built in cement mortar including all quoins arches pillarsetc, complete all as specified. |
| 5 | Material and labour for precastPCC 1:3:6 Type C1 using 16 mm graded aggregate solid block masonryexceeding 10 Cm width(with plain or interlocking joints as directed), built in cement mortar 1:6 all as specified and as directed. |
| 6 | Material and labour for precastPCC 1:3:6 Type C1 using 20 mm graded aggregate solid block masonry10 Cm width(with plain or interlocking joints as directed), built in cement mortar 1:6 all as specified and as directed. |
| 7 | Material and labour for 15 mm thick renderingon brick/concrete surfaces in two layers in CM 1:4, finishing coat of 5mm thick using water proofing compound @3% by weight of cement, finished even and smooth without using extra cement complete all as specified and as directed.Note: Water proofing compound shall be measured separately. |
| 8 | Supply only integral water proofing compound all as specified and as directed. |
| 9 | Materialand Labour for preparation of plastered surfaces of wall/ concrete surface and applyingtwo coats of weather proof antifungal exterior Acrylic emulsion paint over a coat of primer and over 1 to 2mm thick wall care putty including necessary scaffolding complete all as specified and as directed. Make:Apex Ultima Protek of Asian/Exel of Nerolac/Weather Coat of Berger |
| 10 | Excavation in trenches n.exc 1.5 M wide and n. exc 1.5 M depth and getting out in soft/loose soil getting out complete all as specified and as directed. |
| 11 | Excavation in trenches exc 1.5 M n. exc 3 M depth for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 3 m in depth and getting out in soft/loose soil complete all as specified and as directed. |
| 12 | Material and labour for plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete including necessary form work complete all as specified and as directed. |
| 13 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soil complete all as specified and as directed. |
| 14 | Material and labour for TMT bars(CRS/HCR), 10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with mild steel wire annealed not less than 0.9mm dia complete all as specified and as directed. |
| 15 | Material and labour for TMT bars(CRS/HCR), 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips complete all as specified and directed. |
| 16 | Removing excavated/demolished material exceeding 10 KM but not exc 15 KM and depositing outside MD land complete all as specified and as directed. |
| 17 | Material and labour for reinforced cement concrete design mix M-30 using 20 mm graded granite stone aggregate in foundaions including rafts, footings, foundaion beams, plinth beams, bases for columns etc, basement slabs, underreamed piles and mass concrete all as specified and as directed. Note : Reinforcement and form workshall be measured and paid separately. |
| 18 | Material and labour forRCC M-30 design mix using 20 mm gradedstone aggregate as in slabs supported on wall, beams and columns, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed. |
| 19 | Material and labour for reinforced cement concrete design mix M-30 using 20 mm graded granite stone aggregate as in beams, cantilevers, lintel over 1.5M spanall as specified and as directed. |
| 20 | Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished surfaces of concrete all as specified and as directed. |
| 21 | Use and waste for form work to sidesof concrete surfaces of columns/pilasters/wall, square or rectangular in plan, fair finshed surfacesall as specified and as directed. |
| 22 | Use and waste for form work to sidesof concrete surfaces of beams ,beam haunchings ,girders ,bressummers, lintels,cantilevers,shelves including supports ,overhangs etc square or rectangular in plan, fair finshed surfacesall as specified and as directed. |
| 23 | Material and Labour for Granite 18 to 20 mm thick of any type work (table rubbed and polished including moulding,rounding of edges,grindingetc), and laidoverin steps, treads jambs, pillars, window- cills, cooking platforms, other plateforms and like inover and including 15 mm thick backing coat in CM 1:4 andpointing in white cement or colour cement(1:2) using marble dust with admixture of pigment to match withshade of granite complete all as specified and directed. NOTE: The rate included for rounding to edges of granite slabs. |
| 24 | Supply and Fixing Mild steel work such as joist, channel, angle or tee section fixing independentlywithout connecting plates, cut to ordinary conforming to Grade E-250, Fe 410 W quality A all as specified and as directed. |
| 25 | Supply and fix mild steel Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with rivetted or bolted or welded attachment all as specified and as directed. |
| 26 | Material and labour for applying two coats of synthetic enamel paint over one coat ofred oxide primer on new steel surfaces over 10 cm wide or girth including preparation of surface etc., complete all as specified and directed. |
| 27 | M & L for providing and fixing stainless steel (Grade 304) designed gate made of hollow tubes of any size, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the bottom rail with necessary accessories & stainless steel dash fasteners, stainless steel bolts,solid SS rollers etc., of required size, on the top of floor or on top of bottom rail or the side of waist slab with suitable arrangement complete all as specified and directed.Note: (for payment purpose only weight of stainless steel members shall be considered including fixing accessories such as nuts, bolts, fasteners, SS rollers etc.) |
| 28 | Supply and Fix concertina coil of 600 mm outer dia made out of 2.60mm dia spring steel wire 230gm (2min) dipped with corrosion preventive fluid(rusilo 901)of castrol make each coil covering 6m and an average weight not less than 8.57 kg (plus or minus 5%) including handle and spike at both ends of coil errected in position on top of mild steel angle by fixing with 1.70mm GI wire for securing incl necessary welding to MS sections etc including taking out old concertina complete all as specified and directed. |
| 29 | M&Lfor PVC coated Galvanised steel 2 strand barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straning and fixing to any type of standard rail straning bolts, including securing or tying at crossing with and provn of galvanised mild steel wire, staples or steel pins complete all as specified and directed |
| 30 | M&L for adequate no of coats of Painting lines arrows, dashes, letters etc on road pavement and like not execeeding 10cm wide with road marking paints complete all as specified and directed by EIC, make : STP/ASIAN/Equalient |
| 31 | M&L preparation of and complete removal of old existing Aircraft Dispersal marking paint of any description and providing and applying 2mm thick road marking paint over rough finished concrete surface of Aircraft dispersal/parade ground etc of any shade/colour approved by Enginer In-charge complete all as specified and directed. Make : STP/ASIAN/Equalient |
| 32 | M&L for groove cutting girth exc 15 cm but not exc 30cm in concrete surface of any description with reinforcement or with out reinforcement complete as specified and directed. |
| 33 | Material and labour for preparation of old decorated surfaces of steel of any description exceeding 10 cm width or grith not otherwise specified and applying one coat of syntheic enemal paint all as specified and as directed. |
| 34 | Material and labour for complete removal of existing treatment on wall surfaces, preparation of surfaces including removal of fungus growth if any, filling the cracks and applying two or more coats of 100% premium weather proof acrylic emulsion exterior paint having VOC not less than 50 gm/lit and UV resistance as per IS 15489-2004, dust, alkali and fungal resistant, of approved shadewith silicon additives @ 1.43 lit/10Sqm over a coat of primer @ 0.9Lit per 10 Sqm using smart periodical methodology complete all as specified and as directed. |
| 35 | Material and labour for complete removal of existing treatment on wall surfaces, preparation of surfaces including removal of fungus growth if any, filling the cracks and applying one coat of 100% premium weather proof acrylic emulsion exteriorpaint having VOC not less than 50 gm/lit and UV resistance as per IS 15489-2004, dust, alkali and fungal resistant, of approved shadewith silicon additives @ 1.43 lit/10Sqm over a coat of primer @ 0.9Lit per 10 Sqm using smart periodical methodology complete all as specified and as directed. |
| 36 | Excavation in trenches in soft/loose soil not exceeding 1.5 mtrwide and not exceeding 1.5 meter in depth for taking out and laying UG cable and getting out, excavated earth, forming bottomsurfaces to required level complete all as specified and directed. |
| 37 | Removing excavated soil and depositing to the sides and returning filling in including spreading leveling watering and well ramming in layers n.exc 25cm thick in soft/loose soil after cable is laid complete all as specified. |
| 38 | Material and labour for providing dry screened river sand as in sand cushioning to under groundcable including punning down of sand by layer complete all as specified and as directed. NOTE: Punned thickness shall be measured and paid. |
| 39 | Supply and laying cable protection cover un- reinforced precast concrete cable covers class LV, type-1 flat size 250mmx150mmx40mm for cable protection complete all as specified laid perpendicular to cable as per directed. |
| 40 | Supply, laying or passing through pipe LT, XLPE insulated, galvanised steel stripor wire armoured electric power cable (heavy duty) with stranded aluminium conductor 1100 Volts grade of size 16 Sqmm 4 core including connecting/testing after taking out from trenches/ pole unserviceable LT UG cable complete all as specified and directed. |
| 41 | Supply and installation from testing and commissioning of roller barrier gate with full automation working with 3 phase 400 volts Ac motor with complete control board including mechanical stops for sliding gate weighing up to 3500 Kilogram, 17 m length with manual push button along with remote controlled and pair of photocell sensors. The unit shall be of IP 55 housing protection with a gate speed of 10 m/min and with control unit, limit switches and gear motor, complete all as specified and directed |
| 42 | Earthing complete with Galvanized steel earth plate electrode of size 600mmX600mm, 6.00 mm thick buried directly in ground vertically to a depth not less than 2.25 metres below the normal ground level with top edge of the plate not less than 1.5m below normal GL and connected to galvanized earth lead wire 4.00 mm size by means of bolts, nuts, check nuts and washers of galvanized ironsteel all as shown in Electrical Plate No.5 connecting to earthing test point, including necessary earth work in any type of soil, PCC earth chamber made in PCC 1:3:6 type C1 (using 20mm graded aggregate), common salt, charcoal, CI funnel, earth pit cover in RCC 1:2:4 type B1(using 20mm graded aggregates), with 8mm CTD bars @ 100mm c/c in both ways, including necessary form work complete including necessry test on completionall as specified and as directed.Note : The unit rate shall also include for excavation, earth work in hard/dense soil PCC (1:3:6) type C1 , RCC cover slab, GI funnel with 15 mm dia watering pipe, wire mesh, 40mm dia light grade GI protection pipe for earth lead etc., complete. |
| 43 | Schedule of Credit (Minus) Rs.61000.00NOTE: Bidder shall insert credit amount of Rs. 61000.00 as ratein Green field under Col-13. |
