|
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority : Garrison Engineer Kapurthala Name of Work : Repair to barbed wire fencing, chain link fencing, security wall, hardstanding, path, certain protective works for various and repairs to drain, sewage line, septic tank, soakage pit, etc; in 2 ASD area at Mil Stn Beas under GE Kapurthala Contract No : GE KPT- /2026-27 Bidder Name : SCHEDULE OF WORKS(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # S.No Description of work Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder Rs. Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Dismantling posts or struts (wood, steel or RCC) embedded in concrete, brick work, masonry etc of any section including taking out embedded portion and making good disturbed ground, complete all as specified and directed. |
| 3 | Dismantling of galvanised mild steel barbed wire/concertina coil of any description from fencing post (RCC or Steel), complete all as specified and directed. |
| 4 | Excavation in post holes(or similar holes ) each not exceeding 0.50 Cum, and getting out, returning filing in and ramming earth with broken rubble mixed with earth around in layers not exceeding 25cm, watering etc and removing surplus soil not exceeding 50m and making good surface in loose/soft soil, complete all as specified and directed. |
| 5 | M&L for cement concrete type C-2, 1:3:6 (40mm Graded stone aggregate) as in foundation, filling and mass concrete, complete all as specified and directed. |
| 6 | M&L for mild steel works as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc including all necessary drilling, bolting or riveting e; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting etc. and similar work complete all as specified and directed. |
| 7 | Supply only GI chain link fencing of any size or type, complete all as specified and directed . |
| 8 | Fixing only GI chain link fencing of any size or type including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire, complete all as specified and directed. |
| 9 | S&F of mild steel screw bolts (machine made) with hexagonal or Square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nut, exceeding 5 cm but not exceeding 10 cm long, dia of shank 11 to 15 mm, complete all as specified and directed. |
| 10 | M&L for mild steel round 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 11 | S&F of galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire with staples or steel, complete all as specified and directed. |
| 12 | S&F of punched tape concertina coil 600mm dia made with high tensile strength galvanized mild steel wire 2.50mm dia (galvanised MS strip as per IS-1730) with angle iron 'Y' shaped and loop spacing 250+ 20mm coil length 9 metre and fixed in position complete all as specified and directed. Note: Mild Stell angle (Y shaped) shall be measured and paid separately. |
| 13 | Demolition of PCC in ground floors/PCC in path, plinth protection and hard standing and paving of any description in any position (below or above ground level) etc complete all as specified and directed. |
| 14 | M&L for 75mm thick cement concrete type C-2, 1:3:6 (20mm graded stone aggregate) as in plinth protection/floors etc finished even and smooth (without using extra cement), complete all as specified and directed. |
| 15 | M&L for cement concrete type D2, 1:4:8 (40mm graded stone aggregate) as in floor, foundations, filling and mass concrete, complete all as specified and directed. |
| 16 | M&L for sand under floors or in foundations including watering and consolidation, complete all as specified and directed. |
| 17 | M&L for machine pressed precast concrete interlocking paver block, 60mm thick, any shape and size, confirming to IS-15658-2006, M-40 Grade, with grey cement and no pigment complete all as specified and directed. |
| 18 | M&L for PCC 1:2:4 Type B1 ( 20 mm graded stone aggregate) as in bed blocks, coping, etc complete all as specified and directed. |
| 19 | M&L for chequered cement concrete tiles 30cmx30cmx25mm thick, set, jointed and pointed in neat cement slurry in floors/path with grey cement and pigment to match over and including screed bed or bedding layer of mortar 20 mm thick in cement mortar 1:4 complete all as specified and directed. |
| 20 | Dismantling of brick work or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles, complete all as specified and directed. |
| 21 | M&L for brick work with sub class ‘B’ bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:6, complete all as specified and directed. |
| 22 | - ditto - all as per above item No. 20 but except bricks including cleaning mortar etc; complete all as specified and directed. |
| 23 | M&L for brick work with sub class 'B' bricks using old size bricks straight or curved on plan to any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and directed. |
| 24 | M&L for extra forming, fair, finished, drain or channel, 30cm inner girth in cement concrete using extra cement complete all as specified and directed. |
| 25 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed. |
| 26 | M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:6 on walls finished even and smooth without using extra cement, complete all as specified and directed. |
| 27 | M&L for rendering 15mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 on walls finished even and smooth without using extra cement, complete all as specified and directed. |
| 28 | M&L for preparation of new plastered surfaces of wall and applying two coats of distemper oil emulsion over and including a coat of chalk whiting/priming on plastered surfaces of walls complete all as specified and directed. |
| 29 | M&L for preparation of new plastered surfaces and applying two coats of cement base paint over and including a coat of chalk whiting/priming on plastered surfaces of walls, complete all as specified and directed. |
| 30 | M&L for preparation of new plastered surfaces and applying three coats of white wash on plastered surfaces of walls, complete all as specified and directed. |
| 31 | Demolition of RCC of any description and in any position not otherwise specifically provided for etc complete all as specified and directed. |
| 32 | M&L for providing 35 mm thick precast cement concrete louvres and jallies, (measured solid), including all mouldings but excluding frame in cement conc type B0, 1:2:4 and set in cement 1:4 complete all as specified and directed. |
| 33 | M&L for providing precast cement concrete as in posts to RCC jali, with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar complete with joints to match in cement cocncrete type B0, 1:2:4 and set in cment mortar 1:4 complete all as specified and directed. |
| 34 | M&L for non-skid ceramic tiles 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.11sq. m but not exceeding 0.18sq. m, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match complete and including 15mm thick screed bed in cement mortar 1:6 complete all as specified and directed. |
| 35 | M&L for joint free non-skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement mortar 1:6. Complete all as specified and directed. |
| 36 | M&L for coloured glazed ceramic tiles in vertical surface 450x350x7 mm thick laid over and including10mm thick screed bed in cement mortar 1:4, set and jointed in neat cement slurry and pointed in white or colour cement to match complete all as specified and directed. |
| 37 | M&L for granite 16-18mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, win dow-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admix ture of pigment to match with shade of granite and rounding edges complete all as specified and directed. |
| 38 | M&L for machine cut kota stone slab flooring for platform and floor 20-22 mm thick laid and jointed in grey cement slurry mixed with pigment to match the shade of slab including cutting and polishing bedded on 15mm thick bedding layer in cement mortar 1:6 incl making hole for gas pipe, complete all as specified and directed. |
| 39 | M&L for machine cut kota stone as in risers, steps, skirting, dado, 20-22 thick laid and jointed in grey cement slurry mixed with pigment to match the shade of slab including cutting and polishing bedded on 15mm thick bedding layer in cement mortar 1:6 incl making hole for gas pipe, complete all as specified and directed. |
| 40 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and directed. |
| 41 | Dismantling structural steel work including doors, gates etc.complete all as specified and directed. |
| 42 | M&L for framed work as in post of parking shed, perline, doors or gates and chowkhats of angle or other section with gusset plates, rails, braces, MS plate (plain/chequeed) etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings complete all as specified and directed. |
| 43 | Dismantling plain or corrugated asbestos cement (corrugated, semi-corrugated,etc) sheets in roof coverings coplete all as speified and directed. |
| 44 | M&L for pre-painted galvalume aluminum zinc coating GI based corrigated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 45 | M&L for preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and directed. |
| 46 | M&L for preparation of old steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over and including a coat of red oxide primer complete all as specified and directed. |
| 47 | M&L for precast cement concrete type B-1, 1:2:4 as in cover slabs over drain/manholes etc. including necessary formwork, complete all as specified and directed. |
| 48 | M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking, hooking ends and binding with MS wire (annealed) not less than 0.90mm dia, complete all as specified and directed. |
| 49 | M&L for cleaning of existing septic tank and sewage well (by closing the existing sewage system at last man hole and providing temporary Katcha drain for flow of sewage water), removing man hole cover and dewatering the liquid waste by mechanical pumping, removing the solid sludge mechanically up to the bottom of septic tanks and sewage well of any size including depositing the solid sludge in the pit providing by digging in near by septic tank of appropriate size, covering the pit with bleaching powder and then by natural earth about 15cm thick layer, soil obtained from excavation after filling the solid sludge and making good completely hygienic, opening the man hole after cleaning and relaying the man hole cover, complete all as specified and directed . |
| 50 | M&L for clearing blockage of WC or EWC by opening inspection door bend and using Roding / pressure technique to clear blockage and removing the garbage out of the cantonment area without creating any nuisance and making the site neat & tidy complete all as specified and as directed. |
| 51 | M&L for clearing blockage of gully/floor traps to first man hole by Roding/pressure to clear blockage and removing the garbage out of the cantonment area without creating any nuisance and making the site neat & tidy complete all as specified and as directed by Engr-in-Charge.Note :-(a) In case on cleaning sewage line, the blockage of IWC/EWC & GT, FT to first manhole gets cleaned automatically then again if blocked within seven days then payment of later complaints, shall not be allowed.(b) Similarly in case of cleaning of first manhole, IWC/EWC & GT, FT gets cleared & again it is blocked in within seven days then payment of later complaints shall not be allowed.(c) Also in case on cleaning of sewage line between two manholes, blockage of IWC/EWC & GT, FT to first manhole gets cleared & again it is blocked within seven days then payment of later complaint shall not be allowed.(d) JE(Civil) and Engineer-in-Charge shall be responsible for checking the actual position and payment irrespective of Nos of Complaints.(e) In case clearing of blockage of sewage line not attended/ cleared by the contractor within 24 hours then recovery of Rs.150/- each job shall be recovered from contractor. |
| 52 | M&L for clearing blockage of sewage line between two manholes by pressure pumping / Roding and removing the garbage out of the cantonment area making the site neat & tidy complete all as specified and directed by Engr-in-Charge.Note :-(a) In case on cleaning sewage line, the blockage of IWC/EWC & GT, FT to first manhole gets cleaned automatically then again if blocked within seven days then payment of later complaints, shall not be allowed.(b) Similarly in case of cleaning of first manhole, IWC/EWC & GT, FT gets cleared & again it is blocked in within seven days then payment of later complaints shall not be allowed.(c) Also in case on cleaning of sewage line between two manholes, blockage of IWC/EWC & GT, FT to first manhole gets cleared & again it is blocked within seven days then payment of later complaint shall not be allowed.(d) JE(Civil) and Engineer-in-Charge shall be responsible for checking the actual position and payment irrespective of Nos of Complaints.(e) In case clearing of blockage of sewage line not attended/ cleared by the contractor within 24 hours then recovery of Rs. 150/- each job shall be recovered from contractor. |
| 53 | M&L for cleaning sewage lines dia 150mm or 200mm or 300mm for depth not exceeding 1.5m starting from GL as in main central sewage system irrespective of there depth by Roding and other mechanical methods and make it functional by removing & taken out sludge & also dispose off sludge outside MD land complete all as specified and as directed. Note : Length of line shall be measured from manhole to manhole. |
| 54 | M&L for breaking up/puncturing existing badly blocked line and clearing the blockage by excavating line as a manhole of suitable depth and size at site complete all as specified and directed by Engr-in-Charge.Note :- Different items involved in excavating brick work plastering etc will be paid under different items of Sch A (BOQ). |
| 55 | M&L for soakage wells of size 3.00m dia & 4.50 m deep, excavation, in any type of soil, foundation in PCC 1:3:6 wells of honey combed brick masonry in cement mortor 1:4 and cover slab in RCC 1:1 1/2 : 3, type A-1 using 20mm graded crushed stone aggregate, PCC band in type B-1 (1:2:4) including interconnecting pipes, filling with brick bats complete all as specified and directed. |
| 56 | Excavation in trenches in soft / loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for foundation, laying of pipes including forming the bottom surface to required level etc., and for manholes not exceeding 10 Sq.m area on plan and for similar works and getting out complete all as specified and directed . |
| 57 | Returning filling in trenches including spreading leveling watering and well ramming in layers each not exc 25cm complete all as specified and directed. |
| 58 | Removal of surplus soil to a distance n.exc 50m away and depositing where directed at a level n.exc 1.50 m above the starting point complete all as specified and directed. |
| 59 | M&L for lean cement concrete 1:5:10 type E-2 using 40 mm graded stone aggregate as in filling and mass concrete complete all as specified and directed . |
| 60 | M&L for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in floor, drains, coping, benching, water troughs, including weathering , slightly rounded or chamfered, and throating including form work complete all as specified and directed. |
| 61 | M&L for reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregates) as in slab of septic tank, soak well, etc supported on walls, beams & columns in floors, roofs, landings, balconies, canopies, deckslabs & in shelves & the like etc complete all as specified and directed. |
| 62 | Use and waste of formwork with fair finished flat concrete surfaces such as soffits of suspended slab, such as roof slabs, floor slabs, landings & similar work, n exc 200mm thick, horizontal or sloping complete all as specified and directed. |
| 63 | Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 10cm but n .exc 20cm wide complete all as specified and directed. |
| 64 | M&L for mild steel TMT bars 6 to 8 mm dia cut to length, bent to shape including cranking bending, and binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed. |
| 65 | Demolition and breaking up 150mm bore drain pipes (salt glazed ware or AC pipe) set in cement mortar and taking out from trenches complete all as specified and directed. |
| 66 | M&L for concrete bed to 150mm dia drain pipes in cement concrete (1:4:8) type C-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 67 | M&L for reinforced concrete 150mm dia pipes, class NP2, laid and jointed complete with collars in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed . (Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of Sch 'A'). |
| 68 | Demolition and breaking up 200mm bore drain pipes (salt glazed ware or AC pipe) set in cement mortar and taking out from trenches complete all as specified and directed. |
| 69 | M&L for concrete bed to 200mm dia drain pipes in cement concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregate including packing under, and haunching against the sides of pipe after they are laid and tested complete all as specified and directed. |
| 70 | M&L for reinforced concrete 200mm dia pipes, class NP2, laid and jointed complete with collars in trenches, on concrete bed to required slope, jointed and tested complete all as specified and directed . (Excavation, earth work and concrete bed shall be measured and paid for separately under appropriate items of Sch 'A'). |
| 71 | M&L for cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 150 mm dia SGSW pipe complete all as specified and directed. |
| 72 | M&L for cutting into existing manholes for connecting new drains, of any dia making good to pipe and rendering , cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 (using 20mm graded crushed stone aggregates) finished smooth and reforming benching as required for 225 mm dia SGSW pipe complete all as specified and directed. |
| 73 | Taking up or down, steel tubing 15mm bore and connections and removal from site, complete all as specified and directed. |
| 74 | S&F of of 15mm bore galvanized steel water tubing, medium grade with all fittings fixed to wall, ceiling or laid in floors complete all as specified and directed. |
| 75 | Taking up or down, steel tubing 20mm bore and connections and removal from site, complete all as specified and directed. |
| 76 | S&F of 20mm bore galvanized steel water tubing, medium grade with all fittings fixed to wall, ceiling or laid in floors, complete all as specified and directed. |
| 77 | Supply, hoisting and fixing in position rotational moulded polyethylene water storage tank, 500 litres capacity conforming to IS-12701 (1989) cylindrical vertical type three-layered wall construction with closed top including inlet, outlet and wash out holes of approved make including taking down the old unserviceable water storage tank complete all as specified and directed. |
| 78 | Supply, hoisting and fixing in position rotational moulded polyethylene water storage tank,1000 litres capacity conforming to IS-12701 (1989) cylindrical vertical type three-layered wall construction with closed top including inlet, outlet and wash out holes of approved make including taking down the old unserviceable water storage tank complete all as specified and directed. |
| 79 | S&F of 20mm dia ball valves, high pressure of PTMT with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 210gms) complete all as specified and directed. |
| 80 | S&F of PVC (SWR) 110mm bore pipes single socketed, in any length with rubber ring joints fixed to walls/floors complete all as specified and directed. |
| 81 | S&F of PVC (SWR) 75mm bore pipes single socketed, in any length with rubber ring joints fixed to floors complete all as specified and directed. |
| 82 | S&F of PVC (SWR) bends (any radius) diminishing pleces or tapers 110/75mm bore complete all as specified and directed. |
| 83 | S&F of 110mm bore PVC (SWR) junction, single 'T' equal or unequal with access door complete all as specified and directed. |
| 84 | S&F of 110mm bore PVC (SWR) couplers complete all as specified and directed. |
| 85 | S&F of PVC (SWR) floor trap 75mm dia including jointing to waste pipe fixed in cement concrete 1:2:4 type B1 (including cutting in existing walls, removing the old and place the new pieces and making good the disturbed portion) complete all as specified and directed. |
| 86 | S&F of PVC cowl 110mm bore fixed, with pipe complete all as specified and directed. Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
