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| 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: Repairs to fencing, drain, path, culvert and allied works at GE (U) AOR under GE (Utilities) Udhampur Contract No: GE/U-49/2026-27 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 | Dismantling fencing post or struts(RCC) any section including taking out embedded portion and making good the distrubed ground on (embaded in concrete/ ) complete all as specified and directed by Engineer-in- Charge. |
| 3 | Excavation in post holes (or similar holes) each n. exc 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers n. exc 25 cm watering and removing surplus soil to distance n. exc 50m and making good surfaces in soft/loose soil complete all as specified and directed by Engineer-in- Charge. |
| 4 | M&L for cement concrete type C2 (1:3:6) in foundations, filling and mass concrete/ sub base using 40mm graded stone aggregates complete all as specified and directed by Engineer-in- Charge. |
| 5 | Supply & Fixing iron angle post and struts in fencing including cutting top to shape as direct drilling holes notching for wire etc, flat iron fillets (for screwing wire mesh etc) incl all necessary drilling bolting/bolts and nuts or reveting etc and similar work conforming to Fe 209 Gde E 165 complete all as specified and directed by Engineer-in- Charge. |
| 6 | Dismantling fencing wire of any description and any type complete all as specified and directed by Engineer-in- Charge. |
| 7 | Supply only chain link fencing n exc 4 Kg/Sqm complete all as specified and directed by Engineer-in- Charge. |
| 8 | Fixing only chain link fencing 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 by Engineer-in- Charge. |
| 9 | Supply and fixing mild steel flat iron of size 40 x 6 mm securing chain link fence including cutting, drilling holes , bolting etc conforming to FE-290 gde-E-165 fixed horizontal or vertical complete all as specified and directed by Engineer-in- Charge. |
| 10 | M&L mild steel round bars 10mm dia cut to length, bent to shape required, including crancking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less that 0.9mm dia or securing with clips all as directed (Top and bottom of chain link fencing) complete all as specified and directed by Engineer-in- Charge. |
| 11 | Demolition of Cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for surface channels complete all as specified and directed by Engineer-in- Charge. |
| 12 | M&L for PCC 1:2:4, type B-1, using 20mm graded crushed aggregate as in surface channels and drains complete all as specified and directed by Engineer-in- Charge. |
| 13 | Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitred/stopped ends etc. complete all as specified and directed by Engineer-in- Charge. |
| 14 | Add or deduct for each 25 mm girth or part thereof over or under 30cm ditto surface channels complete all as specified and directed by Engineer-in- Charge. |
| 15 | Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stonework and precast concrete articles incl removing mortor and cleaning serveciable bricks complete all as specified and directed by Engineer-in- Charge. |
| 16 | M&L brickwork with subclass `B' bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 complete all as specified and directed by Engineer-in- Charge. |
| 17 | M&L brickwork with subclass `B' bricks straight or curved on plan exc 6 m mean radius built in CM 1:6 but except bricks complete all as specified and directed by Engineer-in- Charge. |
| 18 | M&L for brick work in half brick thick walls built in cement mortar (1:4) using sub class ‘B’ old size bricks, straight or curved on plan to any radius complete all as specified and directed by Engineer-in- Charge. |
| 19 | M&L for walling of random rubble stone masonry uncoursed with best quality lacally available harder stones such asgranite, trap, basalt stone etc, wellbonded bedded and solidly hearted, built in cement mortar 1:6, complete all as specified and directed by Engineer-in- Charge. |
| 20 | Description all as per ser item No 18.00 here-in-before but except stones, complete all as specified and directed. Note : Old stones obtained against demolition shall be used complete all as specified and directed by Engineer-in- Charge. |
| 21 | Taking down cement or cement 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 by Engineer-in- Charge. |
| 22 | M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth w/o using extra cement complete all as specified and directed by Engineer-in- Charge. |
| 23 | M&L for preparing new plastered or unplastered wall surfaces and applied two coat of cement base paint over one priming coat complete all as specified and directed by Engineer-in- Charge. |
| 24 | M&L for prepration of old decorated surfaces of walls and applying one coat of cement base paint complete all as specified and directed by Engineer-in- Charge. |
| 25 | M&L for prepration of old decorated surfaces of walls incl, scraping down smoke soot, moulds, moss & efflorescent salts & trading oil and greesing spots etc & applying one coats of exterior emultion paint complete all as specified and directed by Engineer-in- Charge. |
| 26 | S&F 35 mm thick ( measured solid) precast cement concrete (1:2:4) type B-0 ( using 12.5) mm graded stone aggregate) as in louvers or jallies set in cement mortar (1:4) including all necessary from work and reinforcement & dismantling the existing jalli of any description & any description complete all as specified and directed by Engineer-in- Charge. |
| 27 | S&F 25 mm thick ( measured solid) precast cement concrete (1:2:4) type B-0 ( using 12.5) mm graded stone aggregate) as in louvers or jallies set in cement mortar (1:4) including all necessary from work and reinforcement & dismantling the existing jalli of any description & any description complete all as specified and directed by Engineer-in- Charge. |
| 28 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in- Charge. |
| 29 | Demolition of cement concrete (reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in- Charge. |
| 30 | M&L precast Cement Concrete 1:2:4 type B1 (using 20mm graded stone agg) as in cover slabs for drain well etc set in cement mortar 1:6 including necessary form work complete all as specified and directed by Engineer-in- Charge. |
| 31 | M&L mild steel TMT bars 6mm to 8mm dia cut to length, bent to shape required, including crancking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less that 0.9mm dia or securing with clips all as directed (Top and bottom of chain link fencing) complete all as specified and directed by Engineer-in- Charge. |
| 32 | Dismantling wrought iron of mild steel work of any descriprion not other wise provided complete all as specified and directed by Engineer-in- Charge. |
| 33 | Material & Labour Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, 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 (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastenig Fe-410-W (Gde quality 'A') complete all as specified and directed by Engineer-in- Charge. |
| 34 | Material & Labour 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 Engineer-in- Charge. |
| 35 | Material & Labour Plates (plain or chequered) channels, square cut, welding & making or notched (ordinary and counter sunk ) as drain cover (heavy duty) forming holes, without anyattachment, Fe-410W(Gde E-250) quality,B complete all as specified and directed by Engineer-in- Charge. |
| 36 | S/ F Setting in cement mortar 1:3 and flaunching with cement concrete 1:2:4 type B-l cast ironmanhole covers and frames,, heavy duty, any type and size, complete all as specified and directed by Engineer-in- Charge. |
| 37 | Material & Labour two coats of synthetic enamel paint over a coat of red oxide primer on new steel surfaces including preparation of new steel surfaces. complete all as specified and directed by Engineer-in- Charge. |
| 38 | Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar, fixed to wall, etc complete all as specified and directed by Engineer-in- Charge. |
| 39 | Concrete bed to drain pipes including packing under and completely surrounding pipes after the air laid and tested in Cement Concrete 1:3:6 type C2 for bore of pipes 300mm dia complete all as specified and directed by Engineer-in- Charge. |
| 40 | M&L Reinforced concrete pipes 300 mm bore of pipe, class NP3, laid, jointed and tested with collars complete all as specified and directed by Engineer-in- Charge. |
| 41 | Taking up or down steel tubing and connections including cleaning for refixing or removal to store of 20 mm dia complete all as specified and directed by Engineer-in- Charge. |
| 42 | Taking down 25 mm bore steel tubing and connections, including cleaning for refixing or removal to store complete all as specified and directed by Engineer-in- Charge. |
| 43 | Demolition and breaking up 50mm dia drain pipes (PVC) set in cement mortar, fixed to wall, etc complete all as specified and directed by Engineer-in- Charge. |
| 44 | Supply and fix 20 mm outer dia CPVC pipes SDR 11 and plain CPVC SDR 11 fittings, concealed joint with CPVC adhesive taflon tape complete to walls and ceilings or laid in floors including all connected brass CPVC fittings and cutting grooves, filled with CM 1:6 complete all as specified and directed by Engineer-in- Charge. |
| 45 | Cutting chases in brick wall, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels, etc.; and cutting chases for concealed water tubing or concealed conduit wiring, etc., and making good, cutting not exc 10 cm girth complete all as specified and directed by Engineer-in- Charge. |
| 46 | Supply and fix 25 mm outer dia CPVC pipes SDR 11 and plain CPVC SDR 11 fittings, concealed joint with CPVC adhesive taflon tape in any requirement complete to walls and ceilings or laid in floors iincluding all connected brass CPVC fittings and cutting grooves, filled with CM 1:6 complete all as specified and directed by Engineer-in- Charge. |
| 47 | Supply and fix 50 mm outer dia CPVC pipes SDR 11 and plain CPVC SDR 11 fittings, concealed joint with CPVC adhesive taflon tape in any requirement complete to walls and ceilings or laid in floors iincluding all connected brass CPVC fittings and cutting grooves, filled with CM 1:6 complete all as specified incl taking down old 50mm PVC (SWR) pipes in place complete all as specified and directed by Engineer-in- Charge. |
| 48 | M&L Filling Hardcore under floor with broken brick of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed by Engineer-in- Charge. |
| 49 | Demolition of cement concrete (unreinforced) in Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level not otherwise specifically provided complete all as specified and directed by Engineer-in- Charge. |
| 50 | M&L for 100 mm thick Cement concrete type D 2, 1:4:8 (using 40 mm graded stone aggregate) in sub base of flooring/ hard standing complete all as specified and directed by Engineer-in- Charge. |
| 51 | Material & Labour for 75 mm thick PCC type D-2, 1:4:8 (using 40 mm graded aggregate), provided for sub base complete all as specified and directed by Engineer-in- Charge. |
| 52 | M&L, sand cushioning to under concrete interlocking paver block including watering & consolidation complete all as specified and directed by Engineer-in- Charge. |
| 53 | Providing and laying 60mm thick factory made chamferd edge cement concrtete paver block of M-35 grade with approved colour ,design and patternas in foot path ,lawns, driver ways light parking etc. of required strength and thickness shape, made by table vibratory method using bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including demolition of brickwork/ stone boulder/ paver block laid dry, complete all as specified and directed by Engineer-in- Charge. |
| 54 | Material and Labour for laquer coated Chequered cement concrete tiles 30cm x 30cm x 30mm thick, set, including 20 mm thick screed in cement mortar (1:6) with neat cement jointed and pointed in neat cement slurry in floors with grey cement and pigment complete all as specified and directed by Engineer-in- Charge. |
| 55 | Material and Labour for chequered/Durastone' ceramic tiles, coloured/designer, 12 mm thick (square/ rectangular) area of each tile exceeding 0.06 Sq M but not exceeding 0.11 Sq M, conforming to IS 4457-2007, on floors, set over and including 15 mm thick screed bed in cement mortar (1: 4) and jointed in neat cement slurry and pointed in white cement mixed with pigment to match colour, complete all as specified and directed by Engineer-in- Charge.Make:- (Johnson 'Endura'/ Somany 'Durastone'/ Regency'Duro') |
| 56 | Material & Labour for 75 mm thick PCC type C-2, 1:3:6 (using 40 mm graded aggregate), as in plinth protection incl necessary form work etc complete all as specified and directed by Engineer-in- Charge. |
| 57 | M&L for 25 mm thiick PCC (1:2:4) type B0 (Using 12.50 mm graded stone aggregate), as in levelling and wearing coarse and finishing the surface even and smooth without using extra cement . |
| 58 | M&L for plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and directed by Engineer-in- Charge. |
| 59 | Supply only integral water proofing compound, complete all as specified and directed by Engineer-in- Charge. |
| 60 | Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings sheets in roof coverings, complete all as specified and directed by Engineer-in- Charge. |
| 61 | 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 Engineer-in- Charge. |
| 62 | 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 Engineer-in- Charge. |
| 63 | Cutting/clearing of small plants, bushes, wild vegetation growth and removal of rubbish and other materials upto a distance exc. 50mtr but n. exc 100mtr complete all as specified and directed by Engineer-in- Charge. |
| 64 | Surface Excavation not exceeding 30 Cm deep and averaging 15 Cm deep and getting out in Soft/ Loose soil, complete all as specified and directed by Engineer-in- Charge. |
| 65 | Excavation in trenches n exc 1.5m deep and n exc 1.5m wide getting out any type of soil complete all as specified and directed by Engineer-in- Charge. |
| 66 | M & L PCC (1:4:8) type D-2 (using 40mm graded aggregate) as in foundation, mass concrete/ sub base, complete all as specified and directed by Engineer-in- Charge. |
| 67 | Returing filling in including spreading, leveling watering and well ramming in lyers n exc 25cm, complete all as specified and directed by Engineer-in- Charge. |
| 68 | Removing excavated soil n exc 50m and depositing where directed at a level n exc 1.5m above the starting point, complete all as specified and directed by Engineer-in- Charge. |
| 69 | Dismantling floor, hearth or wall tiling including CM bedding but not backing, removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in- Charge. |
| 70 | M&L Digital ceramic coloured tiles exc 0.08 sqm and n xec 0.16 sqm,7mm thick as in vertical/Dado surfaces such as skirting dado etc set and jointed in neat cement slurry, jointed in white or coloured cement to match over and including 10mm thick rendering in cement mortar 1:4 to receive tiles, complete all as specified and directed .Digital ceramic coloured tiles exceeding .075 sqm but not exceeding 0.15sqm as in vertical/Dado surfaces such as skirting dado etc set and jointed in neat cement slurry, jointed in white or coloured cement to match over and including 10mm thick rendering in cement mortar 1:4 to receive tiles, complete all as specified and directed by Engineer-in- Charge. |
| 71 | M&Lfor joint free non skid ceramic colour tiles 7 to 8mm thick, area of each tiles exceeding 0.11 Sqm but not exceeding 0.18 sqm, set and jointed in neat cement slurry in floor and pointed in colour cement to match the shade over and including sceed bed or bedding layer of mortar 15 mm thick 1:6. Note :- Design, shade and pattern of fixing of tiles complete all as specified and directed by Engineer-in- Charge. |
| 72 | Fountain (GI) pipe systems commonly use 1-inch to 2-inch pipe diameters with brass chrome-plated nozzles, frequently in 1/2 or 3/4-inch sizes, designed for 1.5–5 bar working pressure. These systems, used for ring or cascade, often feature adjustable brass nozzles for varied water patterns in commercial or garden fountains.(GI (Galvanized Iron) Pipe, often available in 1\\", 1.5\\", or 2\\" sizes, Nozzle Material: Brass Chrome Plated (CP), Stainless Steel, Nozzle Size: Commonly 1/2 inch, 3/4 inch, or 1 inch, Working Pressure: 1.5 - 5 Bar, Fountain Type: Crown, Ring, Cascade, or Musical Fountain, Optional Features: LED Lights (RGB), Underwater installation). (Foam Jet Nozzles: Create a frothy water effect, Cascade Nozzles: Provide a strong, cone-shaped water pattern, Crown Jet Nozzles: Often used in ring fountain assemblies for circular, multi-nozzle) Complete Execution Installation & Testing all as specified and directed. |
| 73 | Renewing tiles in patches, area n exc 5 sq.m. Including removing and cleaning old tiles any type & in any size/ patern, preparing beds and laying or setting, jointing and pointing new or old tiles complete all as specified and directed by Engineer-in- Charge. |
| 74 | M&L Screed bed or bedding layer of cement mortar (1.6) 20 mm thick for laying floor finishes complete all as specified and directed by Engineer-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 |
