Tender For Repair/Replacement Of Roofing, Ceiling, Wall Panelling & Other Connected B/R Works In Md And Otm Accn At 8Fbsu, Af
Tender Overview
Project Description
Tender For Repair/Replacement Of Roofing, Ceiling, Wall Panelling & Other Connected B/R Works In Md And Otm Accn At 8Fbsu, Af
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-Aug-2026 | BOQ Corrigendum | BOQ | 01-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GE (AF), 8FBSU,AF Name of Work: REPAIR/REPLACEMENT OF ROOFING, CEILING, WALL PANELLING & OTHER CONNECTED B/R WORKS IN MD AND OTM ACCN AT 8FBSU, AF Contract No: GE (AF) AWA-30/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant 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 # Sl.No. DESCRIPTION OF ITEMS Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Conversion 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Dismantling boarding, any description fixed in any position with nails or screws complete all as specified and direcetd by Engineer in Charge |
| 3 | Dismantling of timber scantlings less than 40 Sqcm in section as in fillets, rails, posts, rafters, purlins, etc all as specified and directed by Engineer in charge |
| 4 | Dismantling of structural steel work including doors,gates but excluding framed truss etc,complete all as specified and directed by engineer in charge. |
| 5 | Dismantaling of plain or corrugated steel sheeting of any gauge, thickness etc in roof coverings/cladding/eave etc, complete all as specified. |
| 6 | Demolition of brickwork built in cement mortar including all quoins, arches, pillars etc all as specified & directed by Engineer-in-Charge. |
| 7 | Taking down Cement Plaster, any description on Brick Walls or on Concrete Surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc, and removing same from the site(s), complete all as specified and as directed. |
| 8 | Framed work as in false ceiling, 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 fastening and fixing complete conforming to Fe-410 A quality grade, all as specified and directed. |
| 9 | Gl frame work for seamless ceiling comprising of Gl perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre, completed all as specified and directed by Engineer-in-Charge. |
| 10 | Prelaminated particle board 12mm thick, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination as in false ceiling fixed to Mild steel/ timber frame complete all as specified and directed by Engineer-in-Charge. |
| 11 | M&L for 12 mm Seamless calcium silicate ceiling made out of 1800 x 1200 mm size board of siliceous and calcareous material reinforced with cellulose fibre fixed to the ceiling section with 25 mm long self drilling and tapping screws having phillips head with under head cutter at 200 mm centre to centre, including finshing the joint of face board with specially formulated jointing compound and 48 mm wide fibre tape to provide seam less finish (Frame work for ceiling shall be measured and paid separately) |
| 12 | S&F for 4/6 mm thick non asbestos decorative E- board classic board fixed to aluminium anodised/ GI snap grid frame work of size of size 605 mm X 605 mm as in false ceiling, flat or sloping (pattern as per manufacturer's catalogue/ instructions), cutting holes for electrical fittings fixed on and including aluminium tee of size 25mmX25mmX1.50 mm as main runner, aluminium tee of size 25mmX25mmX1.25 mm as cross runner and aluminium angle of size 25mmX25mmX1.25mm at the perimeter suspended from soffit at approx 900 mm centre to centre with hangers 6 mm dia galvanised (length as per site requirement) adjusting level fixed to roof by means of ceiling cleats made out of galvanised iron flat 40 mm X 3 mm size, 60 mm long and expansion hold fasteners 12.5 mm dia, 40 mm long including necessary scaffolding all as specified and directed. |
| 13 | M&L Plain fillets, square, rectangular or triangular in section, clean sawn, secured with nails or brads of sectional area exc 13 Sqcm but n exc 25 Sqcm, complete all as specified and directed by Engineer-in-Charge. |
| 14 | M&L for 2nd class soft wood plain fillets, square, rectangular or triangular in section, exc 3 Sqcm but n exc 6 Sqcm in section clean sawn, secured with nails or brads in eave board all as specified and directed by Engr-in-Charge. |
| 15 | S&F 6 mm thick of plywood, grade BWP, type BB fixed with screw to mild steel frame work and No of ply 5 as in ceiling, all as specified and driected by Engineer-in-Charge. |
| 16 | Preparation of new wooden surfaces of any description not otherwise described, over 10 cm width or girth and providing two coats of synthetic enamel paint over one coat of pink primer all as specified & directed. |
| 17 | S&F galvanised corrugated mild steel sheeting, with two corrugation side lap fixed with 'L' type or 'J' type or cranked hooked bolts with washers in roof, 0.63 mm thick, grade-O quality, with 120 grms/sqm zinc coating and grade 'B' Class 8, complete all as specified and directed by Engineer-in-Charge. |
| 18 | S&F prepainted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strengh of 550 mpa as in roof covering /cliding to wall fixed with self taping screw as specified complete all as specified and directed by Engineer-in-Charge. |
| 19 | Refixing Plain or corrugated steel sheeting, any gauge, thickness, roof coverings with two corrugation side lap fixed with L' type or 'J' type or cranked hooked bolts and dome type bitumen washers complete all as specified and directed by Engineer-in-Charge. |
| 20 | S&F Galvanised plain mild steel sheeting 0.63mm thickness fixed with l or J type or cranked hook boltes with washers, in roofs as in ridge etc all as specified and directed. |
| 21 | Dismantling/Demolition of wall/ ceiling sheets (fibre, pulp, insulation etc) or insulation sheets/slabs/blankets any thickness including cover fillets, complete all as specified |
| 22 | S&F 5mm thick Hollow/ Solid PVC Sheet Wall Panelling of thickness 5mm consisting of panels of desired size stuck on inner frame work of 50mm wide strips of 5mm thick prelam PVC sheet. The strips should two PVC strips. The PVC strip shall be fixed to the wall using 65mm long M.S screws through the groove in the strip by using PVC fasteners. The distance between two screws shall not be more than 200mm. A groove of 2mm may be left at the joint of two panels for aesthetic looks. The exact size of the panel and correspondingly of the grid may vary depending on the size of the wall. Optionally a U Channel at top, bottom and side edges and strips of 5mm thick PVC sheet of width 75mm feathered at the edges shall be stuck at the places where two panels are joined, using solvent cement complete all as specified and directed. (Note- Rate included all nesscesary fittings and scafolding for heighted site) |
| 23 | Preparation of new painted surfaces of steel or iron work or CGI/PGI sheeting in walls or roofing over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint in camouflaging (Disruptive) pattern (Green, Grey & Brown colour) complete all as specified and directed. |
| 24 | Preparation of old painted surfaces of steel or iron work or CGI/PGI sheeting in walls or roofing over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint in camouflaging (Disruptive) pattern (Green, Grey & Brown colour) complete all as specified and directed. |
| 25 | Preparation of new wooden surfaces of any description not otherwise described, not exceeding 10 cm width or girth and providing a coat of synthetic enamel paint over one coat of pink primer all as specified & directed. |
| 26 | Cutting holes exc. half brick but not exc one brick in brick walls built in Cement Mortar or cement lime mortar & stone walls built in lime mortar for inserting holdfasts & making good dismantled portion in Cement Mortar (1:3) or Plain Cement Concrete (1:2:4) Type B-1 as required. |
| 27 | Brick work with old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 (1 cement : 6 coarse sand), complete all as specified. |
| 28 | S&F Roof trusses (framed), trussed, posts, struts, purlins, crane gantries,rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats, base plate and gusset plates etc confirming to Fe 410-W (Gde-E- 250) quality-A, complete all as specified and directed. |
| 29 | Providing, cement concrete 1 : 2 : 4 type B-1 using 20 mm graded crushed stone aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, hold fasts, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles including necessary form work and throating, complete all as specified and directeed by Engineer-in-Charge. |
| 30 | Rendering cement plaster 15mm thick in cement mortar 1:6 (1 cement : 6 coarse sand) on other than fair faces of brick wall or on stone masonry surfaces, surface finished even and smooth without using extra cement, all as specified. |
| 31 | M&L for preparation of new plastered surface on walls and applying two coats of oil bound distemper over a coat of primer on plastered surfaces, complete all as specified and directed by Engineer-in-Charge. |
| 32 | Preparing new plastered or un-plastered surfaces of walls and applying two coats Acrylic exterior emulsion paint in camouflaging (Disruptive) pattern (Green, Grey & Brown colour) over a coat of acrylic primer, complete all as specified and directed. |
| 33 | Preparation of new or previously untreated surfaces of Steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, complete all as specified |
| 34 | Note :- An amount of Rs. 85,200.00 on account of credit schedule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum. Total in Figures 0.0 23 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 |
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