|
| 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 : Repairs to barbed wire fencing, chain link fencing, security wall, hardstanding, path, certain protective works for various and repairs to drains, sewage line, septic tank, soakage pit, etc; in Beas Bde area 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, masonary etc of any section including taking out embedded portion and making good disturbed ground, complete all as specified and directed |
| 3 | Dismantling of galvanised mildsteel barbed wire of any description from fencing post (RCC or Steel), complete all as specified and directed |
| 4 | Dismantling fencing wire mesh,of any type, complete all as specified and directed |
| 5 | Excavation in post holes(or similar holes ) each area 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 |
| 6 | M&L for cement concrete type C-2, 1:3:6 (40mm graded stone agg) as in foundation, filling and mass concrete, complete all as specified and directed |
| 7 | S&F of mild steel works as in posts and struts in fencing including cutting tops to shape drilling holes, notching for wire, etc including all necessary drilling, bolting or riveting flat iron fillets and similar work (for securing wire mesh etc.) steel conforming to IS complete all as specified and directed |
| 8 | Supply only GI chain link fencing of any size or type, complete all as specified and directed |
| 9 | 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 |
| 10 | 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 |
| 11 | M&L for mild steel 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 |
| 12 | 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 |
| 13 | M&L for cement concrete type D2, 1:4:8(40mm graded stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed |
| 14 | M&L for sand under floors or in foundations including watering and consolidation, ccomplete all as specified and directed |
| 15 | 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 |
| 16 | Demolition of PCC in ground floors/PCC Path/Plinth Protection and paving not exceeding 15cm thickness (below or above ground level) etc complete all as specified and directed. |
| 17 | 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. |
| 18 | M&L for chequered cement concrete tiles 20cm x 20cm x 25mm 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 1:6 complete all as specified and directed. |
| 19 | 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. |
| 20 | M&L for brick work with sub class 'B' bricks using old size bricks straight or curved on plan exceeding 6m mean radious built in cement mortar 1:4 etc complete all as specified and directed. |
| 21 | M&L for brick work with subclass ‘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 item No 20 above but except bricks including cleaning from mortar etc; complete all as specified and directed. |
| 23 | 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. |
| 24 | 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. |
| 25 | 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. |
| 26 | 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. |
| 27 | M&L for preparation of new plastered surfaces and distempering walls with two coats of distemper oil emulsion, white or tinted over and including 1mm thick wall care putty including primer, complete all as specified and directed. |
| 28 | M&L for preparation of newly plastered surface of walls and applying two coats of exterior emulsion paint on walls over and including a coat of primer, complete all as specified and directed. |
| 29 | Demolition of RCC of any description and in any position not otherwise specifically provided for etc complete all as specified and directed. |
| 30 | 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 mortar 1:4 complete all as specified and directed. |
| 31 | 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 cement mortar 1:4 complete all as specified and directed. |
| 32 | 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. |
| 33 | M&L for non-skid ceramic tiles 6-7 mm thick (square/rectangular) area of each tiles exceeding 0.18sq. m but not exceeding 0.38sq. 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. |
| 34 | M&L for coloured glazed ceramic tiles in vertical surface 450x300x6-7 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. |
| 35 | Dismantling structural steel work including doors, gates etc.complete all as specified and directed. |
| 36 | Dismantling plain or corrugated asbestos cement (corrugated, semi-corrugated,etc) sheets in roof coverings complete all as speified |
| 37 | M&L for rolled mild steel in Roof trusses (framed), trussed, purlins, crane gantries, rails andfastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) includingdistance pieces, cleats etc. complete all as specified and directed |
| 38 | M&L for pre-painted galvalume aluminium 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 by Engr-in-Charge. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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. |
| 42 | 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. |
| 43 | 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. |
| 44 | M&L for pumping out liquid or semi liquid sludge from sewage wells or septic tanks of any size or any depth mechanically/honey sucker and disposal of liquid sludge. After disposal, the whole area shall be covered with bleaching powder and covered with soil about 15cm thick complete all as specified and directed.Note:- During the cleaning of sewage wells, the alertnate arrangements shall be made by contractor by temporary pumping for clearing sewage disposal. |
| 45 | M&L for soakage wells of size 2.4m dia & 3.00 m deep, excavation, in any type of soil, foundation in PCC 1:3:6, wells of honey combed and solid 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. |
| 46 | 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. |
| 47 | 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. |
| 48 | M&L for cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in drains, coping, benching, water troughs, including weathering , slightly rounded or chamfered, and throating including form work complete all as specified and directed. |
| 49 | M&L for reinforced cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregates) as in slab of old septic tank, soak well, cover slab etc supported on walls, beams & columns in floors, roofs, landings, balconies, canopies, deckslabs & in shelves & the like etc complete all as specified and directed. |
| 50 | 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. |
| 51 | 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. |
| 52 | 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. |
| 53 | M&L for concrete bed to 150mm 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. |
| 54 | 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. |
| 55 | 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') |
| 56 | 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') |
| 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 extra forming, fair, finished, drain or channel, 30cm inner girth in cement concrete using extra cement complete all as specified and directed. |
| 60 | 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 make the site neat & tidy complete all as specified and directed |
| 61 | M&L for clearing blockage of sewage line between two manholes by pressure pumping / roding and removing the garbage out of the cantonment area make the site neat & tidy complete all as specified and directed. |
| 62 | S&F of PVC (SWR) 110mm bore pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed. |
| 63 | S&F of PVC (SWR) 75mm bore pipes single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed. |
| 64 | S&F of PVC (SWR) pipe, 110mm dia pipe, single socketed in any length with rubber ring joints, laid in trenches or in floors etc complete all as specified and directed. |
| 65 | S&F of PVC (SWR) bends ( any radius ) diminishing pleces or tapers 110mm bore complete all as specified and directed. |
| 66 | S&F of PVC (SWR) bends ( any radius ) diminishing pleces or tapers 75mm bore complete all as specified and directed. |
| 67 | S&F of 110mm bore PVC (SWRl) junction, single 'T' equal or unequal with access door complete all as specified and directed. |
| 68 | S&F of 110mm bore PVC (SWR) couplers/ socket complete all as specified and directed. |
| 69 | 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. |
| 70 | S&F of PVC cowl 75mm 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 |
