Tender For Provision Of Covered Storage Shed At Aps At Katapahar Under Age (I) Darjeeling
Tender Value
9.68 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
18 days left
EMD
19360
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 Provision Of Covered Storage Shed At Aps At Katapahar Under Age (I) Darjeeling
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 2 | M&L for PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as per specified and as directed by Engineer-in-charge. |
| 3 | M&L reinforced cement concrete (nominal mix) type B1 1:2:4 (20mm graded aggregate) as in beams, cantileavers, bressummers, lintels over 1.5 clear span etc, complete all as per specified and as directed by Engineer-in-charge. |
| 4 | M&L reinforced cement concrete (nominal mix) type B1 1:2:4 (20mm graded aggregate) as in chajja, complete all as per specified and as directed by Engineer-in-charge. |
| 5 | M&L for mild steel 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 mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. |
| 6 | All as per serial item No. 05 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. |
| 7 | M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilivers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. Fair finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge. |
| 8 | M&L for Formwork to chullah hoods, chajjas, weather shades, corbels, water troughs and similar items including edges, fair finished surface of concrete flat complete all as per specified and as directed by Engineer-in-charge. |
| 9 | M&L for brick work with fly ash bricks, straight or curved on plan exc 6m mean radius, built in in CM (1:6), complete all as specified and as directed by Engineer-in-charge. |
| 10 | M&L for rendering 15 mm thick in CM 1:6 on fair faces of bricks work or concrete surface (internally) including finished, even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge. |
| 11 | M&L for rendering 15 mm thick in CM 1:4 on fair faces of bricks work or concrete surface (externally) mix with WPC @ 3% per weight of cement finished, even and smooth, complete all as specified and as directed by Engineer-in-charge.Note: WPC shall be measured and paid separately. |
| 12 | Supply only integral water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge. |
| 13 | M&L for prepartion of new plastered surfaces of wall applying two coats of oil bound distemper over a coat of chalk whitening complete all as per specified and as directed by Engineer-in-charge. |
| 14 | M&L for applying two or more coats of 100% premium acrylic emulsion paint having VOC less than 50gm/ltr and UV resistane as per IS 15489:2004, alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additive @ 1.43 ltr/Sqm over and including priming coat of exterior primer applied @ 0.90 ltr/Sqm over new surface, complete all as per specified and as directed by Engineer-in-charge. |
| 15 | S&F Pre-painted galvalume aluminium zinc coating GI based 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. |
| 16 | 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. |
| 17 | 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. |
| 18 | M&L for preparation of new or previously untreated steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide, primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge. |
| 19 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 20 | M&L for hardcore of guage not exc. 63mm deposited, spread and levelled in layers not exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders, complete all as per specified and as directed by Engineer-in-charge. |
| 21 | M&L for machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete over 15 mm thick cement screed bed in CM 1:6, complete all as per specified and as directed by Engineer-in-charge. |
| 22 | M&L for machine cut Kota stone slab 20-25mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed in neat cement slurry and pointed in white or coloured cement to match the shades of tile over 10mm thick cement screed bed in CM 1:3, complete all as per specified and as directed by Engineer-in-charge. |
| 23 | M&L 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm graded stone aggregate) in flooring/ hard standing/pavings/plinth protections, finished even and smooth without using extra cement complete all as per specified and as directed by Engineer-in-charge. |
| 24 | Returning, filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm, complete all as per specified and as directed by Engineer-in-charge. |
| 25 | Removing excavated material not exc. 50 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. |
| 26 | S&F pressed steel door frame 105x60mm for doors with one or more rebates including necessary fixing lugs hinges lock stike plates, complete all as per specified and as directed by Engineer-in-charge.Note - PCC filling of hollow section shall be measured and paid separately. |
| 27 | M&L 35mm thick 2nd class hardwood plain framed 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. |
| 28 | S&F 150 mm size aluminium handle cast type anodised, complete all as specified and as directed by Engineer-in-charge. |
| 29 | S&F floor door stopper 15cm long of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor complete all as per specified and as directed by Engineer-in-charge. |
| 30 | S&F 200 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 31 | 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. |
| 32 | S&F second class hardwood plain, solid, straight chowkats and frames, wrought, framed rebated on the solid, rounded or chamfered, put together with glue pinned at joints, complete all as per specified and as directed by Engineer-in-charge. |
| 33 | 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. |
| 34 | S&F 5.5 mm thick Sheet glass, ordinary quality and glazing with oil putty or wooden beads in square not exc. 0.5 sqm in each pane fixed with cut & mitred beads, complete all as specified and as directed by Engineer-in-charge. |
| 35 | S&F 125mm long aluminium anodised barrel tower bolts of extruded section, complete all as specified and as directed by Engineer-in-charge. |
| 36 | S&F 75 mm long medium weight, cold rolled mild steel Butt hinges complete all as per specified and as directed by Engineer-in-charge. |
| 37 | M&L for 150mm long aluminium pressed handles, cast type anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 38 | M&L for mild steel flat iron as in hold-fast fixed to door/window chowkat, complete all as per specified and as directed by Engineer-in-charge. |
| 39 | M&L for preparation of new or previously untreated wood or wood based surfaces of any description, exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of pink primer, complete all as specified and as directed by Engineer-in-charge. |
| 40 | S&F PVC (SWR) half round gutter drain pipe 180mm bore, complete all as specified and as directed by Engineer-in-charge. |
| 41 | S&F 180mm PVC (SWR) joint socket as in gutter drain pipe, complete all as specified and as directed by Engineer-in-charge. |
| 42 | 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. |
| 43 | S&F 180mm PVC (SWR) pipe clamp as in gutter drain pipe, complete all as specified and as directed by Engineer-in-charge. |
| 44 | M&L for PCC 1:3:6 type C-0 (12.5 mm graded stone aggregate) for cills, hold fast filling of hollow pressed steel door frame, drains etc. complete all as per specified and as directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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