|
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GE Utilities Udhampur Name of Work: Repair/Maint to Cable Ducts, PCC Covers, iron sheets and allied works at various installations of GE (U) AOR under GE (Utilities) Udhampur Contract No: GE/U-59/2026-27 Bidder Name : PRICE SCHEDULE(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 # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P 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 Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Demolition of PCC in ground floors & pavings n exc 15 cm thickness below or above ground level, unreinforced and removing the rubbish out side MD land complete all as specified and directed by Engr-in-Charge. |
| 3 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-in-charge. |
| 4 | Demolition of cement concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engr-in-charge. |
| 5 | Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precastconcrete articles complete all as specified and directed by Engr-in-charge. |
| 6 | Excavating over areas, not Exc 1.5 m deep and getting out in any type of soil, complete all as specified and directed by Engr-in-charge. |
| 7 | Excavating over areas, Exc 1.5 m deep and getting out inany type of soil, complete all as specified and directed by Engr-in-charge. |
| 8 | Excavation in trenches ,n exc 1.5m wide and n exc 1.5mtr in depth for foundation etc or for shafts ,well cesspts ,manholes etc n exc 10 sqm on plan and n exc 1.5mtr in depth and getting out in any type of soils complete all as specified and directed, complete all as specified and directed by Engr-in-charge. |
| 9 | Description all as per Ser Item No 7.00 here-in-before, but exc 1.5 m depth, complete all as specified and directed by Engr-in-charge. |
| 10 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in any type of soil, complete all as specified and directed by Engr-in-charge. |
| 11 | Removing excavated material n .exc 50 m and depositing, where directed at a level n. exc 1.5 m above the starting point complete all as specified and directed by Engr-in-charge. |
| 12 | M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:6 complete all as specified and directed by Engr-in-charge. |
| 13 | Description all as per Ser item No 11.00 here-in-before, but except Bricks. |
| 14 | M&L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed by Engr-in-charge. |
| 15 | Description all as per Ser item No 13.00 here-in-before, but except stone. |
| 16 | M&L for Precast cement concrete Block (1:3:6) type C-1 (using 20mm graded crushed stone aggregate) as in bond stones set in cement mortor 1:6 complete all as specified and directed by Engr-in-charge. |
| 17 | Surface dressing n exc 15cm deep in any type of soil complete all as specified and directed by Engr-in-charge. |
| 18 | M&L for PCC 1:2:4, type B-1 using 20mm graded stone aggregates as in coping, fixing angle aron etc (including necessary form work) complete all as specified and directed by Engr-in-charge. |
| 19 | S&F PVC 110mm dia pipe in any length with rubber rings joints laid as in weep holes complete all as specified and directed by Engr-in-charge. |
| 20 | M&L for hand packing (any thickness) at back of wall over arches etc. and rising (or lowering) to the required labour, complete all as specified and directed by Engr-in-charge. |
| 21 | M&L for Raised pointing to stone masonary wall in cement mortar 1:3 complete all as specified and directed by Engr-in-charge. |
| 22 | Material & labour for soling (or sub base) 150 mm thick, spread thickness with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient & camber etc. with power roller 8 to 12 tonne capacity complete all as specified and directed by Engr-in-charge. |
| 23 | Dismantling of wrought iron or mild steel work of any description not otherwise provided for, complete all as specified and directed by Engr-in-charge. |
| 24 | Rolled mild steel work as in roof trusses(framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing(Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc conforming to grade Fe-410 W(Gde-E-250) quality-A, steel work complete all as specified and directed by Engr-in-charge. |
| 25 | Rolled mild steel plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to grade Fe.290.Gde-E-165, steel work complete all as specified and directed by Engr-in-charge. |
| 26 | Framed work such as grills, gates etc with ends of bars, shouldered or riveted or forged into spikes, framed guard bars, barred iron doors , ladders, framed balusteres: Walk ways, railing; framework of wateretank and similar work conforming to Fe 290 Gde E -165 complete all as specified and directed by Engr-in-charge. |
| 27 | M&L for 300 mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed by Engr-in-charge. |
| 28 | M&L for 450 mm bore Reinforced concrete pipes, class NP2, laid and jointedcomplete all as specified and directed by Engr-in-charge. |
| 29 | M&L for cement concrete 1:4:8 type D2 (40mm graded aggregate) as in foundations, filling and mass concrete,(bedding, packing and haunching against the sides of pipes) complete all as specified and directed by Engr-in-charge. |
| 30 | Taking down cement plaster including tiles of any description on brick or stone or cement concrete walls including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed by Engr-in-charge. |
| 31 | Rendering 15mm thick in cement mortar 1:4 on faces of bricks work/stone work/concrete surface finished the surface even and smooth(without using extra cement) as on walls complete all as specified and directed by Engr-in-charge.Notes :- Plaster shall be carried out upto any height in patches and contractor shall have no claim for height and scaffolding what so ever is required to complete the work. |
| 32 | M&L for preparation of new plastered surfaces of wall or concrete surfaces and applying two coats of cement based paint over one coat of primer, complete all as specified and directed by Engr-in-charge. |
| 33 | Preparation of new plastered wall surfaces and applying two coat of white wash, complete all as specified and directed by Engr-in-charge. |
| 34 | M & L two coat of cement base paint over a coat of alkali resistant priming paint over old plastered surfaces of wall including preparing surfaces after complete removal of existing treatment upto 5-10 m height from ground level and at all locations as directed including , scaffolding, cleaning and curing etc. complete all as specified and directed by Engr-in-charge. |
| 35 | M&L for brushing neat cement slurry with 3.00kg of cement per sq.metre complete all as specified and directed by Engr-in-charge. |
| 36 | Precast reinforced cement concrete, (Nominal mix), Type B-1, 1:2:4 (using 20mm graded crushed stone aggregates) as in cover slab, manhole cover, shelves and similar articles with plain face, set and jointed in cement mortar 1:4, complete all as specified and directed by Engr-in-charge.(Note : Reinforcement shall be measured and paid separately) |
| 37 | RCC Type B-1 1:2:4 (20mm aggregate) as in Slabs supported on walls,beams and columns in floors,roof,landings,balconies,canopies,deck slab and in shelves complete all as specified and directed by Engr-in-charge.Note : Reinforcement shall be measured and paid separately. |
| 38 | Form work to faces of walls, retaining walls, abutments, parapets & staircase railing and similar work with rough finished.complete all as specified and directed by Engr-in-charge. |
| 39 | TMT bars 10 mm 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 0.9 mm dia, complete all as specified and directed by Engr-in-charge. |
| 40 | TMT bars 6mm to 8mm 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 0.9 mm dia,complete all as specified and directed by Engr-in-charge. |
| 41 | Galvanized, two strand steel barbed wire 2.24 mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails, straining bolts including securing or tying at crossing with and provision of galvanized mild steel wire staples or steel pins etc complete all as specified and directed by Engr-in-charge. (Each line to be measured separately). |
| 42 | M&L18/19mm thick prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with screws as in shelves, shutters etc ,including hinges,hasp staple complete all as specified and directed by Engr-in-charge. |
| 43 | Restraining and re-securing existing barbed wire of any description including making good staples complete all as specified and directed by Engineer-in-Charge. |
| 44 | Preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engr-in-charge. |
| 45 | Preparation of new steel surfaces not exc. 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engineer-in-Charge. |
| 46 | S & F in repairs concentrina coil galvanised 60 cm dia ( spacing of coil wire @ 20cm c/c ) incl securing point in crossing and provn of galvanised mild steel wire staple or steel pin all as specified. |
| 47 | Dismantling Asbestos cement (corrugated,semi corrugated, etc) sheets in roof coverings complete all as specified and directed by Engr-in-Charge.. |
| 48 | M&L prepainted galvalume aluminium zink coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge. |
| 49 | M&L prepainted galvalume aluminium zink coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed by Engr-in-Charge. |
| 50 | M&L for 100mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of path/hardstanding, complete all as specified and directed by Engr-in-charge. |
| 51 | M&L for PCC 1:2:4 type B-1, 75 mm thick using 20mm graded stone aggregate as in flooring finishing even and smooth without using extra cement, complete all as specified and directed by Engr-in-charge. |
| 52 | M&L for cement concrete 1:2:4 type B-1 (using 20mm graded aggregate) as in kerbs or mud stops,rounded or chemfered on edges, complete all as specified and directed by Engr-in-charge. |
| 53 | Machine pressed precast concrete interlocking paver blocks any shape and size confirming to IS15658-2006 of 60 mm thick (M-35 Grade) with grey cement and no pigment complete all as specified and directed by Engr-in-charge. |
| 54 | Chequered cement concrete coloured tiles 30cmx30cmx25mm thick set over & including 20 mm thick screed in cement mortar (1:6) with neat cement and pointed in grey cement mixed with pigment to match the shade of tiles complete all as specified and directed by Engr-in-charge. |
| 55 | Fine sand filling under floor in layers not exceeding 25cm each layer including watering and well ramming complete all as specified and directed by Engr-in-charge. |
| 56 | M&L precast cement concrete jallies 25mm thick (measured solid set in cement mortar 1:4 incl all moulding and necessry form work, complete all as specified and directed by Engr-in-charge. Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos 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 |
