Tender For Special Repair To Bluiding No. P-48C At Jalapahar Under Age (I) Darjeeling
Tender Value
5.44 Lakhs
Estimated cost
Bid Submission
11 Jul 2026
2 days left
EMD
10880
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Darjeeling → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair To Bluiding No. P-48C At Jalapahar Under Age (I) Darjeeling
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed by Engineer-in-Charge. |
| 2 | M&L for MS rolled section of grade Fe-290 (Grade-E-165) (beam, tee, angle channel ot flat section) as in roof trusses (framed), trussed purlins, crane gantries rails, and fastening and heavy bracket framing including destance pieces, wind tie, cleats etc. complete all as specified and as directed by Engineer-in-charge. |
| 3 | Dismantling of plain or corrugated steel sheeting of any gauge & thickness from roof, gutter etc incl Nainital or similar pattern roof coverings, complete all as specified and as directed by Engineer-in-charge. |
| 4 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 5 | S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 6 | Taking down chowkat or frame not exceeding 1.5 Sqm each (without taking off shutter from the frame), complete all as specified and as directed by Engineer-in-charge. |
| 7 | Taking down chowkat or frame exceeding 1.5 Sqm but not exceeding 4 Sqm each (without taking off shutter from the frame), complete all as specified and as directed by Engineer-in-charge. |
| 8 | S&F pressed steel frames of size 105 x 60 mm for double doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete all as per specified and as directed by Engineer-in-charge.Note- PCC filling of hollow section will be measured and paid separately. |
| 9 | Dismantling Unframed timber scantlings 40 Sqcm and over in section and in any position, complete all as specified and as directed by Engineer-in-charge. |
| 10 | M&L for 2nd class HW as in scantlings timber fixed work clean sawn, complete all as specified and as directed by Engineer-in-charge. |
| 11 | M&L 35mm thick 2nd class hardwood rail and style Factory made plain frames, panelled shutter (two panel) with lock rail and panel of 9mm B.W.P commercial ply or 12 mm veneered particale board with commercial veneering on both faces and the size of rail and stile as per IS : 1003 (Part I) kiln seasoned and chemically pressure treated, complete all as per specified and as directed by Engineer-in-charge. |
| 12 | S&F 30mm thick 2nd class hardwood glazed and skeleton window shutter open rebated and prepared to received glass gauge with sash bars edge of framing plain chamfered or round , fitted with cut and mitred bends for securing glass gauge etc but devided into squares, with plain,chamfered or rounded, mitred and rebated sash bars, any numbers provided with styles and rails etc size of member of shutters as specified in SSR part-I sec-VIII clause 8.24 ( b) fitted to chowkats, complete all as per specified and as directed by Engineer-in-charge. |
| 13 | S&F aluminium alloy 300 mm anodised sliding door bolts with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast - aluminium alloy, complete all as specified and as directed by Engineer-in-charge. |
| 14 | S&F 4 mm thick sheet glass ordinary quality and glazing with oil putty and wooden beads in square not exc. 0.50sqm in each pane, complete all as specified and as directed by Engineer-in-charge. |
| 15 | S&F 150 mm size aluminium handle cast type anodised, complete all as specified and as directed by Engineer-in-charge. |
| 16 | S&F 100 mm size aluminium handle cast type anodised, complete all as specified and as directed by Engineer-in-charge. |
| 17 | S&F 200 mm long aluminium anodised barrel tower bolt of extruded section, complete all as specified and as directed by Engineer-in-charge. |
| 18 | S&F 150 mm long aluminium anodised barrel tower bolt of extruded section, complete all as specified and as directed by Engineer-in-charge. |
| 19 | S&F 75 mm size medium weight cast type anodised, complete all as specified and as directed by Engineer-in-charge. |
| 20 | M&L preparation of wood and wood based materials, new or old surface of any description and girth not otherwise described and treated with two coats of creosote oil, complete all as specified and as directed by Engineer-in-charge. |
| 21 | M&L preparation of new wooden surface any description not otherwise described and exceeding 10cm width or girth applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. |
| 22 | M&L for applying two coats of synthetic enamel paint over one coat of red oxide zinc chrome on newly steel surface including preparation of new previously untreated surfaces of any description, over 10cm width or grith, complete all as specified and as directed by Engineer-in-charge. |
| 23 | M&L for PCC type C-1, 1:3:6 (20mm graded stone aggt) for cills, hold fast filling or filling of hollow of pressed steel door frame etc, complete all as specified and as directed by Engineer-in-charge. |
| 24 | M&L for PCC 1:3:6 type C2 (using 40mm graded aggregate) as in surface channels and drain including necessary form work, complete all as specified and as directed by Engineer-in-charge. |
| 25 | M&L for extra for forming fair finish drain of channel 30cm inner girth in cement concrete using extra cement including forms, moulds, mitered/stopped ends etc., complete all as specified and as directed by Engineer-in-charge. |
| 26 | S&F PVC (SWR) half round gutter drain pipe 180mm bore, complete all as specified and as directed by Engineer-in-charge. |
| 27 | S&F 180mm PVC (SWR) joint socket as in gutter drain pipe, complete all as specified and as directed by Engineer-in-charge. |
| 28 | S&F 180mm PVC (SWR) joint tee with end cap as in gutter drain pipe, complete all as specified and as directed by Engineer-in-charge. |
| 29 | S&F 180mm PVC (SWR) pipe clamp, complete all as specified and as directed by Engineer-in-charge. |
| 30 | Demolition of cement concrete (unreinforced) in ground floor and paving not exceeding 15 cm thick (below or above ground level), complete all as specified and as directed by Engineer-in-charge. |
| 31 | M&L for providing 75mm thick PCC 1:3:6 type C2 (40mm graded aggregate) as in plinth protection and paving finishing the surface even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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