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| 1 | M & L for cutting down the branches and Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site (girth exc 30 cm and n.exc. 100cm) |
| 2 | Earth work excavation in hard/ dense soil for foundation width and depth not exceeding 1.50m and getting out. |
| 3 | Earth work excavation in trenches exceeding 1.5m and not exceeding 3.0 min width and depth and getting out in hard/dense soil. |
| 4 | Demolition of cementconcrete(unreinforced ) in of any thickness including plastering |
| 5 | Demolition of cementconcrete(reinforced ) in of any thickness including plastering. |
| 6 | Demolition of brick work or stone / boulder masonry built in cement mortar or cement lime mortar. |
| 7 | Dismantling structural steel work including doors, windows, ventilators, gates but excluding framed truss etc and handing over to CE store. |
| 8 | Labour for removing of damaged Pre-Painted Galvalume sheets in the existing roof / cladding sufaces including removal of screws etc., and considering the dimensions and height including all necessary scaffolding and safety aspects complete and handing the same to CE Stores. |
| 9 | Earth work excavationinhard/dense soil , width and depth n.exc 1.50m and getting out of moorum/red bajiri from borrow pits for floors or pavings, Removal of excavated soils lead exceeding exc. 1.50 km but n exc. 5 km and depositing where directed. and refilling of soil / loose including spreading, laid in layers n exc. 25 cm thick leveling, watering and well ramming in layerswhere directed. |
| 10 | Material and labour for sand filling in foundation including watering and consolidation. |
| 11 | M & L for P.C.C 1:3:6, C-2 type using 40mm graded aggregated in foundation, grouting of steel structures. |
| 12 | Formation of surface by power roller (Exc 8 but not exceeding 12T) for consolidating surfaces in cutting. |
| 13 | Material and Labour for Laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MoRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag, or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade by using motor grader of adequate capacity, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. |
| 14 | M & L for Laying and compacting 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH :specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 |
| 15 | Supply and laying 400 micron thick HDPE sheet (VIRIGIN QUALITY) water proof wrinkle free without puncture having minium weight 390gm/sqm over tack coat /sand cushion as specified in the design with over lap between adjacent strips and at transverse joint as minimum 300 mm. |
| 16 | M&L for cement concrete in foundation ,filling and massconcretetypeB2 1:2:4 using 20mm aggregate. |
| 17 | M & L for providing RCC M20 Concrete (1:1.5:3) inFoundations, including rafts, footings,foundation beams; plinth beams; bases for columns, etc.; basement slabs,under-reamed piles and mass concrete |
| 18 | M & L for R.C.C A1 Type, 1: 1.5: 3, 20mm graded aggregate inwalls, retaining walls, basement walls, ballastwalls and the like; any thickness; above top of footings; including attached pilasters and buttresses |
| 19 | Material and labour for precast cement concret type B1 1:2:4 20 mm gradedaggregate set in cemtn mortar 1:4 in landings , cover slabs, manholes, chullas hoods, chajjas water groughs, mangers, shelves and similar articles with plain faces |
| 20 | M & L for Formwork to FLAT 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 Add for fair surfaces of finished |
| 21 | Material and Labour for flat formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses,etc.; vertical or to batter |
| 22 | Supply and fixing of mild steel reinforcement TMT bars 10mm dia and over including bending, cranking, hooking and tieing with mild steel wire not less than 0.90mm dia. |
| 23 | Supply and fixing of mild steel reinforcement TMT bars 8mm dia to 6 mm diaincluding bending, cranking, hooking and tieing with mild steel wire not less than 0.90mm dia. |
| 24 | Material and Labour for stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck. |
| 25 | M & L for plastering in CM 1:4, 15mm thick on fair faces of brick work, concrete surfaces and Door & Window Jamb plastering. |
| 26 | Designing, providing, installing and fixing factory finished custom designed cold form Light Gauge Steel Framed super structure comprising of steel wall panel, trusses, purlins etc manufactured out of minimum 0.75mm thick steel sheet as per design requirements. The Steel sheet shall be galvanized ( AZ - 150 gms Aluminium Zinc Alloy coated steel having minimum yield strenghth 300-500 Mpa) conforming to AISI specifications and IBC 2009 for cold formed steel framing and construction and also as per IS:875-1987, ISO 800-1984 and IS:801-1975. the wind load shall be as per provisions of IS 875 (part III). LGSFS frame shall be designed as per IS:801 using commercially available software such as Frame CAD Pro-11.7/STAAD PRO-V8i/aRCHITEK V2.5.16/Revit architecture-2011 or equivalent. Proper usage of Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist Traps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles for better structural stability. The framing section shall be cold form C-type having minimum web depth 89mm x 39mm flange x 11mm lip in required length as per structural design requirement duly punched with dimple/slot at required locations as per approved drawings.The slots will be along center line of webs and shall be spaced minimum 250mm away from both ends of the member. The frame can be supplied in panelized or knock down condition in specific dimensions and fastened with screws extending through the steel beyond by minimum of three exposed threads. All self-drilling tapping screws for joining the members shall have a Type-II coating in accordance with ASTM B633(13) or equivalent corrosion protection of gauge 10 & 12 ,TPI 16 and 8 of length 20mm. The framed shall be fixed to RCC Slab or Tie beam over Neoprene rubber using self-expanding carbon steel anchor bolt of dia as per approved drawings and design subject to minimum 12 mm diameter and 121 mm length conforming to AISI 304 and 316 at 500mm c/c with minimum embedment of 100mm in RCC (RCC to be paid seperately) and located not more than 300mm from corners or termination of bottom tracks complete in all respects. The item also includes the submission of stability reports duly examined and issued by any NIT/IIT. The rate includes the concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above. |
| 27 | S&F of Pre-painted galvalume aluminium zinc coating GI based corugatted steel sheet 0.50mm (TCT) thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall fixed with self drilling / self tapping anti corrisive screws with EPDM seal complete all as per manfacturers specifications and instructions and as approved and as directed by EIC |
| 28 | S&F of Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self drilling / self tapping anti corrisive screws with EPDM seal complete all as per manfacturers specifications and instructions and as approved and as directed by EIC |
| 29 | M & L for painting to steel surfaces ofany description, over 10cm in width or girth,with two coats of synthetic enamel paint over a coat of Red oxide Zinc chromium primer including preparing new surfaces. |
| 30 | S&F of 6 mm thick galvanised mild steel in valley gutter (Mass of Zinc Coating shall be as per IS 4759-1996 Table 1 minimum value shall be 610 gram per square metre).The galvanised steel sheet shall be jointed with welding and shall be grinded to have a levlelled surface.the stiffners of 150 mm width shall be provided below every joint and the same shall also be welded on all sides to get a single joint without any holes/leakages.The gutter shall be welded and placed as per the site condition.the rates include provision of the galvanised steel spouts in the valley gutters by making circular holes in the valley gutter and full circular welding of the spouts to discharge the rainwater to the PVC down take pipes of dia 160 mmof suitable sizes of galvanised steel spouts to be made and fixed complete all as per specifications and instructions and as directed. By considering the dimensions& height (15.00m approx) all safety precaution required for the work shall be strictly followed including all necessary scaffolding and safety aspects complete as required at site.the work shall be excuted at a heightexceeding 10 metres height from the average ground level but not exceeding 20 metres height. |
| 31 | S & F of PVC pipe of 160 mm dia to walls / roof or (10Kg/cm2) in trenches inlcuding all fittings like clamps, bend, Tee etc.as directed and as approvedby considering the dimensions& heightnot exceeding 20m approx including all necessary scaffolding and safety aspects completeas required at site. |
| 32 | S & F of PVC 160 mm dia to bends (10Kg/cm2) inwalls and trenches as directed and as approvedby considering the dimensions& heighnot exceeding 20m approx including all necessary scaffolding and safety aspects completeas required at site. |
| 33 | S & F of PVC160 mm dia to Tee (10Kg/cm2) inwalls and trenches as directed and as approvedby considering the dimensions& height not exceeding 20m approxincluding all necessary scaffolding and safety aspects completeas required at site. |
| 34 | S&F MS Bands, straps, supports or stays for rainwater, ventilating pipes, including Nuts, bolts, if required: clamps;hooks ; plain angle cleats for securing purlins to wood trusses or rafters; plate washers and similar small articles conforming to Fe-290 Gde-E-165including cutting and welding as directed and asapprovedby considering the dimensions& height (18.70m approx)including all necessary scaffolding and safety aspects completeas required at site. the work shall be excuted at a heightexceeding 10 metres height from the average ground level but not exceeding 20 metres height. |
| 35 | Returning, filling in Hard/dense soil, including spreading, levelling, watering and well ramming in layers not exc 25 cm. |
| 36 | Removal of excavatedsoil materials to a lead exceeding 250 m but not exceeding 500 m and depositing where directed including, spreading & leveling |
| 37 | Removal of excavateddebris materials to a lead exceeding 250 m but not exceeding 500 m and depositing where directed including, spreading & leveling |
| 38 | Supply and drawing of cables including supply and fixing of Steel conduit of size 20mm for circuit/submain wiring alongwith earth wire with the followingsizes of 2x2.5 sq.mm +1x2.5 sq. mm as earth wireof FR PVC insulated copper conductor, single core cable.(Add 5% extra rate for the work exceeding 10metres height from the average ground levelbut not exceeding 20 metres height as per General Rules point No.1.14.2) |
| 39 | supply & fixing of angles in roof trusses (framed), trussed fastenings and heavy bracket framing , L- angleof size 35mmx35mmx5mm , Fe 410-W(Gde-E- 250)quality-A. for fixing down angle by welding with the existing angle at roof for fixing bay light fitting in all the shops(Add 5% extra for the work exceeding 10metres heigh from the average ground levelbut not exceeding 20 metres height as per General Rules point No.1.14.2) |
| 40 | Supply and fixing of Sheet metal Enclosure for vertical DB when MCBs to be used triple pole and neutral, 12 way 200 amps rated bus bar, 415 volt, AC with double door.Make: HAVELS/ SIEMENS /LEGREND /Schneider /ABB /ANCHOR/L&T or suitabally equivalent make |
| 41 | Supply and fixing of sheet metal enclosure for Vertical DB\"s when MCB to be used,triple pole & neutral 4 way,Double door,415V.Make :HAVELS/ SIEMENS/ LEGREND/SCHNEIDER/ ABB / ANCHOR/ L&T or suitabally equivalent make |
| 42 | Supply & fixing of sheet metal enclosures for DBs when MCBs to be used Single pole & neutral,8 way 240 Volts double door. |
| 43 | Supply and fixing of 240 v, 10 KA \"C\" curve minature circuit breaker (MCB) of SP current carrying capacity of SP 6 to 32 AMP in the MCB DB complete with connection testing and commisioning. Make: HAVELLS/ SIEMENS/ LEGREND /SCHINDER /ABB/ ANCHOR /L&T or suitabally equivalent make |
| 44 | Supply and fixing of 415 v, 10 KA \"C\" curve minature circuit breaker (MCB)current carrying capacity of TPN 40 TO100 AMP in the MCB DB complete with connection testing and commisioning. Make: HAVELLS/ SIEMENS/ LEGREND /SCHINDER /ABB/ ANCHOR /L&T or suitabally equivalent make |
| 45 | Supply and fixing amp rating 415V 10KA \"C\" curveminiature circuit breaker (MCB) of SPN 32 AMPcurrent carrying capacity in the MCBDB complete with connection testing and commissioning. |
| 46 | Supply and fixing of Single pole and neutral enclosure with a two pin and earth plug and socket compleate with one single pole 20 Amps MCB |
| 47 | Supply and Laying of XLPE insulated, armoured heavy duty electric cable with 3.5core aluminium conductor, 1100 volts grade,cross-sectional area 400 sq.mm. Make:Gloster/Havells/ Polycab |
| 48 | Supply and Laying of XLPE insulated, armoured heavy duty electric cable with 3.5core aluminium conductor, 1100 volts grade,cross-sectional area 50 sq.mm. Make:Gloster/Havells/ Polycab |
| 49 | Writing letters or figures with thick paint ( Block, Roman,Italic,Indian) etc. not exceeding 30 cm high |
| 50 | Supply & fixing of switch andsocket Combination 5 in 1 pin,6A/16A flush type 240 volts AC (Make:, ANCHOR/HAVELLS /PHILIPS/PANASONIC or suitable equivalent make) |
| 51 | Supply & Fixing of modular Metal flush box, 4 module.(Make: Legrand / Havells /Anchor or suitable equivalent make) |
| 52 | Material and Labour for Earth continuity conductor or mainearthing lead fixed to wall on battenor recess or chases or buried inground or drawn in conduit/pipe orfixed to poles or any other indicated situation for loop earthing etc. as required 32*6mm Galvanized iron strip |
| 53 | Excavating in trenches hard/dense soil not exceeding 1.5 m wide and not exceeding 1.5 m in depth for laying cable. |
| 54 | Material & labour for sand filling for cushioning on U.G cable |
| 55 | Materal & labour for Bricks; common burnt clay building bricks sub class BOld size designation 75 for protection to U.G cable |
| 56 | Returning, refilling in the excavated trench after laying of power cable including spreading levelling, watering and well ramming in layers not exc 25 cm. |
| 57 | Earthing complete with copperearth plate electrode 60×60cm.× 3.15mm thick, burieddirectly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less\"than 1.5 metres below normal ground level, connected tocopper strip 20x3mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No. 3 connected to earthing test point all as specified or indicated including testing on completion |
| 58 | Supply and fixing LED street light fitting 70 Watt 230 V AC outdoor type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection complete. (Make: Havells/ Philips/ Wipro/ Bajaj/ CG/ Luker) |
| 59 | Demolition of cement concreteof any description and in any position |
| 60 | Material and labour for cement concrete 1:2:4 Type B1 using 20mm graded aggregate in foundations, filling and mass concrete |
| 61 | Supply of 200 watts LED round high bay roof Light fittings as per the HVF technical specification. Fitting Make: Havells/HPL/ Wipro/Surya Roshini/Panasonic/ Syska/Bajaj/Philips/C&S Electric/Halonix. or suitabally equivalent make |
| 62 | SupplyofIndustrial heavy duty pedestal Aircirculators,sweep:600mm(24\") with capacitor start & run motor,power consumption should be maximum 200 Watts,speed should be minimum 1400 RPM,Air delivery shouldbe minimum 250 CU.Mtr.per minute,single phase,230 Volts,50 HZ supply,oscillation 90 Degrees,Adjustable height,should be supplied with multistrands,copper,pvc icsulated cable as per IS Standard,fitted with plug top of Make:MDS/HAVELLS/STANDARD/ANCHOR/ALMONARD/KHAITAN/CROMPTON or suitabally equivalent make with close mesh guard |
| 63 | Labour charges for fixing of newhigh bay fittingwith suitable bracket forfixing the 200 w bay lightfitting.(height of the fitting:16 meters) |
| 64 | Supply, fixing & connecting of the system cable end termination of size 400 sqmm 3.5 core including with suitable double compression cable gland & lugs. |
| 65 | Supply, fixing & connecting of the system cable end termination of size 50 sqmm 3.5 core including with suitable cable gland & lugs. |
| 66 | Supply ,Erection and Commissining of LT panel as per Annexure - I |
