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| 1 | SCHEDULE \\"A\\" : |
| 2 | Item No 01A : Carrying out Soil bearing capacity AND Designing (Structurally and architecturally) & vetting from appropriate authority of sub station building based on tentative line plan/drg, refer Soil bearing capacity (SBC) Report, design parameters and tender documents.Note: Bidder has to design the sub-station in such a manner, so that there are NIL/min requirement of items other than the item mentioned in this BoQ also efforts should be made to design sub station so that there is NO deviation beyond DO limit. |
| 3 | Item No 01 : Surface excavation n.exc. 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and directed. |
| 4 | Item No 02 : Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 metre in depth for foundation etc and for manholes etc n.exc. 10 Sqm on plan and n.exc. 1.5 metre depth and getting out in soft/loose soil complete all as specified and directed. |
| 5 | Item No 03 : Removing excavated materials (soils) to a distance not exc. 50 metre and depositing where directed at a level not exc. 1.50 above the starting point complete all as specified and directed. |
| 6 | Item No 04 : Returning filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick as in soft/loose soil complete all as specified and directed. |
| 7 | Item No 05 : M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering |
| 8 | Item No 06 : Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the substructure in contact with backfill to be measured) complete all as specified and directed. |
| 9 | Item No 07 : Material & labour for cement concrete (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete and sub base of floor complete all as specified and directed. |
| 10 | Item No 08 : 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 complete all as specified and directed. |
| 11 | Item No 09 : Use and waste of Form work of sides of pillars, posts, struts, piers, columns etc square or rectangular or polygonal rough surfaces of concrete complete all as specified and directed. |
| 12 | Item No 10 : M&L Form work to sides and soffits of beams lintels etc finished rough complete all as specified and directed. |
| 13 | Item No 11 : Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick flat fair finished surfaces of concrete complete all as specified and directed. |
| 14 | Item No 12 : M&Lfor form work to the edge of concrete flat n. exc 200 mm thick complete all as specified and directed. . |
| 15 | Item No 13 : Supply & fix mild steel TMT bars 10mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed. |
| 16 | Item No 14 : Supply & fix mild steel TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required as in stirrups complete all as specified and directed. |
| 17 | Item No 15 : M&L RCC 1:2:4 Tybe B1 using 20 mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete complete all as specified and directed. |
| 18 | Item No 16 : M & L RCC 1:2:4 Type B1 using 20 mm graded stone aggregate as in Columns, pillars etc complete all as specified and directed. |
| 19 | Item No 17 : M & L RCC 1:2:4 Type B1 using 20 mm graded stone aggregate as in beams, lintels over 1.5 m span etc complete all as specified and directed. |
| 20 | Item No 18 : M&L for RCC M 1:1.5:3 type A-1 using 20 mm graded stone aggregate for roof slabs supported on walls, beams and the like complete all as specified and directed. |
| 21 | Item No 19 : Material & labour brick work with fly ash bricks in CM 1;6 brick straight or curved on plain exeeding 6m mean radius complete all as specified. |
| 22 | Item No 20 : Material & labour for brick work with sub class ‘B’ bricks, straight or curved on plan, exc. 6 metre mean radius built in CM(1:4) as in half brick thick walls complete all as specified and directed. |
| 23 | Item No 21 : Supply only integral water proofing compound all as in specified & directed. |
| 24 | Item No 22 : Material & labour for 10 mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces, surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 25 | Item No 23 : Material & labour for 15 mm thick rendering on other than fair faces of brick work or concrete surfaces,in CM(1:4) surface finished even and smooth without using extra cement complete all as specified (Note: WPC shall be measured & paid separately) |
| 26 | Item No 24 : Material & labour for 5 mm thick plaster in CM 1:3 on ceiling surfaces, surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 27 | Item No 25 : M/L 75 mm thick cement concrete 1:3:6 type C-2 using (40 mm graded stone agg) as in sub base complete all as specified and directed. |
| 28 | Item No 26 : M&L Machine cut kota stone slab flooring 20 mm thick over 20mm thick cement screed base, laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete and incl screed bed of CM 1:6 complete all as specified and directed. |
| 29 | Item No 27 : M&L Kota stone slab 18-20 mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete and incl CM 1:4 complete all as specified and directed. |
| 30 | Item No 28 : BLANK |
| 31 | Item No 29 : BLANK |
| 32 | Item No 30 : M&L 75 mm thick PCC 1:3:6 type C-1 (using 20mm graded stone aggregate) as in path /plinth protection , finish even & smooth without using extra cement all as specified and directed. |
| 33 | Item No 31 : Material & labour for preparation of new plastered surfaces of walls etc and applying two coats of cement base paint over a coat of primer complete all as specified & directed. |
| 34 | Item No 32 : Material & labour for preparation of new plastered surfaces of walls with wall care putty and applying two coats of Oil bound distemper to match the existing surfaces as required, complete all as specified & directed. |
| 35 | Item No 33 : Material and labour for preparation of new plastered surfaces of ceiling and applying three coats of white wash complete all as specified & directed. |
| 36 | Item No 34 : Material and Labour for 20mm thick cement paster in CM 1:4 mixed with WPC @ 2 % by weight of cement finised even and smooth without using extra cement on roof surface and wall (WPC will be measured and paid seperately as supply only rate). |
| 37 | Item No 35 : Supply only liquid water proofing compound |
| 38 | Item No 36 : M&L for applying a coat of bitumen primer @ 0.3L/sqm on roof surfaces |
| 39 | Item No 37 : M&L for applying 3mm thick APP modified polymeric membrane over the bitumen coat surface weight not less than 3kg/sqm and over lap 100mm and sealed by torch application as per manufacture insteructions complte all as specified and directed |
| 40 | Item No 38 : S & F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing |
| 41 | Item No 39 : Supply & fix factory made solid panel PVC door shutter 30mm thick (style) consisting of frame, made out of MS tubes for top and bottom rails MS frame shall be covered with heat moulded plain colour PVC , ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for to rail & bottom rail, paneling of plain colour PVC sheet to be fitted in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading and jointed to getter with solvent cement, supplying & fixing in the frame at site as per specification & drawing for Item No. 08080 on page No 149 of SSR 2020 (Part-II). |
| 42 | Item No 40 : Supply & fix 125mm size aluminium alloy handles cast type anodized complete all as specified & directed. |
| 43 | Item No 41 : S&F aluminium tower bolts 150mm long, of extruded section. |
| 44 | Item No 42 : Supply & fix Aluminium. Sliding door bolts, plate type, complete, 250mm long complete all as specified and directed. |
| 45 | Item No 43 : S&F Gun -metal,globe or gate valves,with iron wheel head ,screwed both ends for iron pipe and fixed. |
| 46 | Item No 44 : Supply & fix bib taps cast copper alloy chromium plated with crutch or butterfly handle, screwed down, screwed for iron pipe of 15mm bore, complete all as specified & directed. |
| 47 | Item No 45 : Supply & fix in vitreous china wash hand basin, white, flat back of size 550x400mm (excluding taps, waste chain and plug and porcelain stopper) but including brackets suitable for 15mm dia pipe complete all as specified & directed. |
| 48 | Item No 46 : Supply & fix angular valve, 15 mm dia, cast copper alloy, chromium plated, fancy type with long shank and cup, screwed down, high pressure screwed both ends for iron pipes or for unions and fixed in pipe complete all as specified & directed. |
| 49 | Item No 47 : Supply & fix rotational moulded polyethylene water storage tanks 500 liters capacity, (cylindrical, vertical in closed top) hoisted and fixed in position with all fittings all as specified directed. |
| 50 | Item No 48 : Supply & fix in PVC low level flushing cistern of 9-10 ltrs capacity, ISI Marked, white, symphonic action type with inlet, ball valve, float and handle including brackets and PVC flush pipe of 32 mm bore, suitable for low level cistern complete all as specified & directed. |
| 51 | Item No 49 : Supply, fix 15mm bore, tubes medium grade, galvanized with all fittings and fixed to walls and ceiling or laid in floors including testing complete all as specified & directed. |
| 52 | Item No 50 : Supply, fix 20 mm bore, tubes medium grade, galvanized with all fittings and fixed to walls and ceiling or laid in floors including testing complete all as specified & directed. |
| 53 | Item No 51 : Supply & fix Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including replacement of ‘P’ or ‘S’ trap, lime concrete bedding and making good floor complete all as specified and directed. |
| 54 | Item No 52 : Supply & fix pillar taps, fancy type cast copper alloy with capstan heads, chromium plated, screwed down, high pressure with or without lettered “hot” or “cold” with long screwed shanks and fly nut screwed for iron pipe of 15mm bore, complete all as specified & directed. |
| 55 | Item No 53 : BLANK |
| 56 | Item No 54 : S&F PVC (SWR) pipes 110 mm bore single socketed, in any length with rubber ring joints laid in trenches or in floors |
| 57 | Item No 55 : S&F PVC (SWR) pipes 110 mm bore single socketed in any length with rubber ring joints fixed to walls |
| 58 | Item No 56 : PVC (SWR), junction single, (Single T) equal or unequal 110 mm bore |
| 59 | Item No 57 : S&F 600mmx750mm fancy type bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers |
| 60 | Item No 58 : S&F Tubular towel rail 20mm dia, D type, 60cm long between flanges |
| 61 | Item No 59 : M&L Concrete bed to drain pipes 150mm, including packing under, and haunching against the sides of pipes after they are laid and tested; in PCC(1:4:8) Type D-2. |
| 62 | Item No 60 : M&L for Ultra plus PE, DWCPE (Double waal corrugated)pipe conforming to IS -16098 Part-2:2013 pertaining Structured wall plastics pining system for Non-Pressure drainage and sewage 150mm bore pipe and fittings with non smooth surface, typeB complete all as specified and diredted |
| 63 | Item No 61 : M & L Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.2m dia x 2.0m eff depth complete all as specified and directed (Ref Drg No CEJZ/TD/58/1/1) |
| 64 | Item No 62 : M & L Septic tanks, exc in ordinary soil, foundation in PCC 1:2:4, brick work in CM 1:4 RCC slab covers including RCC precast manhole cover having 6 mm plate embedded all round / fibre reinforced cover with iron frame Vent shaft and sludgechambers etc, complete for 25 users complete all as specified and directed. (Ref Drg No CEJZ/TD/59/1/1) |
| 65 | Item No 63 : M&L Non Skid ceramic tiles 7-8 mm thick (squares/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, (400 x 400 x 10mm) in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement joint free non skid tiles.to match 15mm thick screed bed in CM 1:6 complete all as specified and directed |
| 66 | Item No 64 : Material & labour for glazed coloured ceramic tiles of size 450x300x7-8mm thick, on vertical surfaces set and jointed in neat cement slurry and pointed in white/ coloured cement to match with existing work over and including 10mm thick rendering in CM 1:4 complete all as specified & directed. |
| 67 | Item No 65 : S&F Steel rolling shutters, thickness of laths 1.25mm, without ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer; erected in position as indi cated, complete: but gear operated type with bevel gear box and crank handle (push pull or manual type) |
| 68 | Item No 66 : Safety lever locks mild steel with 4 levers for rolling shutters |
| 69 | Item No 67 : Ball bearing for rolling shutters |
| 70 | Item No 68 : M&L preparation of new or previously untreated steel surface of any description over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 71 | Item No 69 : Supply & fix mild steel framed work such as grills, grating etc with end of bars shouldered and/ or riveted forged into spikes, framed guard bars, railings and similar work complete conforming to Fe-410-0 or Fe-310-0. |
| 72 | Item No 70 : S&F 100 mm thick Machine pressed precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 , M-50 Grade with grey cement and no pigment complete all as specified and directed. |
| 73 | Item No 71 : M/L 75 mm thick cement concrete 1:4:8 type D-2 using (40 mm graded stone agg) as in sub base complete all as specified and directed. |
| 74 | Item No 72 : M&L supply and laying of sand including spreading, levelling and ramming in layers n.exc. 25 Mm thick in each layer complete all as directed |
| 75 | Item No 73 : M & L Steel window box type using ERW 'P' section comprising double frame for gauged and glazed skeleton shutter jointed internally with flat iron 40x3mm complete including hinges, handle tower bolts stops, lugs etc all as shown on drawing Note (i) For the purpose of measurement & payment double shutter with frame shall be considered as one unit (ii) Unit rate quoted against this item shall also include the iron mangeryas shown on drgs (iii) Guard bars glazing & wire mesh shall be measured & paid for separately complete all as specified and directed. . |
| 76 | Item No 74 : Supply & fix 3mm thick sheet glass, pin headed, and glazing with oil putty/beading in square not exceeding 0.50sqm each pane complete all as specified & directed. |
| 77 | Item No 75 : Supply & fix galvanized mild steel wire cloth with 0.56 mm nominal dia of wire and average width of aperture 1.18 mm and fixed with tinned tacks or galvanized wire staples complete all as specified & directed. |
| 78 | Item No 75A : M&L Treating the top surface of filled earth at salt of 5 lit of emulsion per sqaure meter of surface |
| 79 | Item No 75B : M&L for applying two coat of aluminium paint on bituminous surface of membrance. |
| 80 | 33 kV Cable Work |
| 81 | Item No 76 : Supply, laying & testing cable XLPE insulated screened PVC bedded,galvanized steel strip armoured, electric power cables (heavy duty) with stranded aluminium conductor, 33000 volts grade, of size 3 core 300 sq mm. |
| 82 | Item No 77 : M&L Steel tubular swaged poles complete with cast iron base plate,finial taper plug,bolts,nuts & screws as specified type 410 SP-64 ( 12.00 Meters long) complete all as specified and directed at site rate include necessary excavation ,earth work & PCC Work and pole painting complete as per MES/Engineering Practices . |
| 83 | Item No 78 : Supply and fix cable jointing kit for 33 KV grade cable for outdoor termination cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE, armoured, Al conductor cable of size 300 sqmm. |
| 84 | Item No 79 : Supply and fix cable jointing kit for 33 KV grade cable for straight through cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured Al conductor cable of size 300 Sqmm, Indoor/Outdoor type. |
| 85 | Item No 80 : Supply and fix touch proof cable jointing kit for 33 KV grade cable for end termination of 33 kV RMU termination cold shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured Al conductor cable of size 300 Sqmm, Indoor/Outdoor type. |
| 86 | Item No 81 : M&L mild steel as in cross arms bracing supports clamps and back planes fabricated from structural steel section including nut, bolts washers welding welding drilling holes for bolts in any shape and size as indicated or directed and inclusive of one proimer coat one under coat one finishing coat of aluminium paint complete. paint complete to support the cables all as specified. |
| 87 | Outdoor Substation Work |
| 88 | Item No 82 : M&L for stringing and fixing in position of ACSR conductor of any size as per site requirement including provision of aluminum binding wire complete all as specified and directed. SCHEDULE OF CREDIT Name of Work: SPROVN OF STAND BY 33 KV CABL FROM JBVJ SUB STN TO MAIN RECEIVING STN ALONGWITH AUGMENTATION OF ASSOCIATED INFRA AT 11 KV SUB STN AT DIPATOLI Sl No Decriptipin of work Unit Qty Rate Amount |
| 89 | Item No 82 : M&L for stringing and fixing in position of ACSR conductor of any size as per site requirement including provision of aluminum binding wire complete all as specified and directed. SCHEDULE OF CREDIT Name of Work: SPROVN OF STAND BY 33 KV CABL FROM JBVJ SUB STN TO MAIN RECEIVING STN ALONGWITH AUGMENTATION OF ASSOCIATED INFRA AT 11 KV SUB STN AT DIPATOLI Sl No Decriptipin of work Unit Qty Rate Amount |
| 90 | Old U/S Cross arm of any size |
| 91 | Old ACSR conductor |
| 92 | Old Copper bus bar/ copper strips of any size |
| 93 | Old Insulators of any size |
| 94 | Old 33/11 kV LAs of any size |
| 95 | Old 33 kV /11 kV GODs of any size |
| 96 | Old 33 kV /11 kV Horn Gap fuse of any size |
| 97 | Old PCC pole of any size |
| 98 | Old steel tubular pole of any size |
| 99 | Old 11kV Cable of 95/120 sqmm size |
| 100 | Old 33kV Cable of 300 sqmm size |
| 101 | Old 11kV Cable of 95/120 sqmm size Total : 354486.0 Notes :- (a) All quantities shown under column 4 are provisional and may vary during execution. Actual amount of credit shall be worked out based on rates inserted under Col. 5 of Schedule of credit. (b) Tenderers are advised to inspect the old material/ items at site and ascertain their condition. It shall be deemed that the contractor has made himself well aware and ascertained the condition of these items whether he inspects them or not. No claim whatsoever on this account shall be admissible by the Government. The mode of measurement shall be same as for the work to executed. tenderers are requested to verify the condition of the materials, any dispute arises at later stage will not be entertained. (c) The items as indicated in Schedule of credit shall be the property of the contractor. The total amount of Schedule of credit shall be deducted from total of Schedule „A' [BOQ] to arrive at Contract Sum. (d) The rates inserted under Column 5 are firm and the contractor shall have no claim what so ever against the department if the actual value of dismantled materials turns out to be different from the cost given by the department. (e) All above materials shall be recorded in MB jointly by Engineer-in -Charge and contractor. (f) No rebate on Schedule of credit shall be accepted. Signature of contractor For Accepting Officer Please Enable Macros to View BoQ information |
