Tender For Provn Of 01 X Covered Storage Shed With Hardstanding Near Bldg No P-43 (Office) At Lebong Under Age (I) Darjeeling
Tender Value
9.60 Lakhs
Estimated cost
Bid Submission
29 Jul 2026
20 days left
EMD
19200
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 Provn Of 01 X Covered Storage Shed With Hardstanding Near Bldg No P-43 (Office) At Lebong Under Age (I) Darjeeling
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 2 | 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. |
| 3 | 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. |
| 4 | 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. |
| 5 | 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. |
| 6 | 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. |
| 7 | M&L for Formwork to sides of concrete foundation, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter fair finished surface of concreteflat complete all as per specified and as directed by Engineer-in-charge. |
| 8 | M&L for form work for side of pillars, posts, columns & similar works vertical or batter complete all as specified and as directed by Engineer-in-charge. |
| 9 | M&L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., complete all as per specified and as directed by Engineer-in-charge. |
| 10 | M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), complete all as per specified and as directed by Engineer-in-charge. |
| 11 | M&L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC / PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide, complete all as per specified and as directed by Engineer-in-charge. |
| 12 | M&L for RCC (desing mix) M-25 (20 mm graded Agg) as in foundations, including rafts, footing, foundation beams, plinth beams, base of columns etc., complete all as per specified and as directed by Engineer-in-charge. |
| 13 | M&L for RCC (desing mix) M-25 (20 mm graded Agg) as in Beams, cantilevers, bressummers, lintels over 1.5m span, complete all as per specified and as directed by Engineer-in-charge. |
| 14 | M&L for RCC (desing mix) M-25 (20 mm graded Agg) as in Columns, pillars, piers, posts and struts, complete all as per specified and as directed by Engineer-in-charge. |
| 15 | M&L for RCC (desing mix) M-25 (20 mm graded Agg) as in chajjas incl necessary formwork and the like, complete all as per specified and as directed by Engineer-in-charge. |
| 16 | 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. |
| 17 | M&L for mild steel TMT bars 6 to 8 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. |
| 18 | All as per serial item No. 16 above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders. |
| 19 | M&L for MS framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as per specified and as directed by Engineer-in-charge. |
| 20 | S&F Mild steel flats etc., as in supports for stiffening of fencing, wall ties, hold fasts, wind ties, clamps and similar small articles etc. conforming to Fe-290 Gde E-165, complete all as per specified and as directed by Engineer-in-charge. |
| 21 | S&F mild steel flat iron as in bands, straps, supports or stays for rainwater, ventilating pipes, including bolts , if required : hooks (stay) , heavy, for large gates ; hook and pintle hinges; large hasps and staples ; chains; hand made sliding bolts; clamps; holdfasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters ; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-290 Gde-E-165, complete all as specified and as directed by Engineer-in-charge. |
| 22 | S&F MS steel work in tubular trusses including special shaped washers etc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240, complete all as per specified and as directed by Engineer-in-charge. |
| 23 | 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. |
| 24 | 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. |
| 25 | 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. |
| 26 | 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. |
| 27 | M&L for 75 mm thick cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub-base of flooring and finishing the surfaces rough to receive screed bed, complete all as specified and as directed by Engineer-in-charge. |
| 28 | M&L 40 mm thick cement concrete type B1, 1:2:4 (using 20 mm graded stone aggregate) as in floors, finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 29 | M&L for 3 mm thick and 22 mm wide Glass dividing strips, inserted in position, conforming to design, complete all as per specified and as directed by Engineer-in-charge. |
| 30 | M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished smooth and even without using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 31 | M&L for preparation of new plastered or unplastered surface and applying two coats of OBD over a coat of wall care putty (1 mm thick) and chalk whitening primer complete all as per specified and as directed by Engineer-in-charge. |
| 32 | M&L for 15 mm thick rendering on fair faces of brick/stone work or concrete surfaces in cement mortar (1:4), mixing with water proofing compound @ 3% by weight of cement consumed and surface finished even and smooth without using extra cement, complete all as specified and as directed by Engineer-in-charge.Note: WPC shall be measured and paid separately as supply only under relevent item. |
| 33 | Supply only integral water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge. |
| 34 | M&L for preparation of new plastered or unplastered surface of walls and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces, complete all as specified and as directed by Engineer-in-charge. |
| 35 | M&L for 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) as in plinth protection laid to slope of 1 in 12 and finishing cement concrete surface even and smooth without using extra cement with and including all necessary form work to divide the area in panels, finishing exposed edges fair or rounding or chamfering of exposed edges, complete all as specified and as directed by Engineer-in-charge. |
| 36 | S&F anodised aluminium snap grid of size 605x605mm frame work for false ceiling, complete all as specified and as directed by Engineer-in-charge. |
| 37 | S&F 4mm thick non asbestos fibre cement building boards fixed or laid/ inserted to timber/GI/Aluminium framework with screws as in ceiling, complete all as specified and as directed by Engineer-in-charge. |
| 38 | 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. |
| 39 | M&L for PCC 1:3:6 type C-1 (20mm graded stone aggregate) as in bed block of hold fast etc incl. necessary form work complete all as per specified and as directed by Engineer-in-charge. |
| 40 | M&L for 35mm thick 2nd class hard wood made at site plain, framed, panelled shutters (any number of panels), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers, supplied and fitted to chowkats, complete all as per specified and as directed by Engineer-in-charge. |
| 41 | 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. |
| 42 | S&F 3 mm thick sheet glass, ordinary quality in squares not exceeding 0.5 Sqm in each pane fixed with oil putty or cut & mitred beads, complete all as specified and as directed by Engineer-in-charge. |
| 43 | S&F 100 mm long medium weight, cold rolled mild steel butt hinges, complete all as specified and as directed by Engineer-in-charge. |
| 44 | 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. |
| 45 | M&L for 150mm long aluminium handles, cast type anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 46 | M&L for 125 mm long aluminium handles, cast type anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 47 | 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. |
| 48 | S&F 150 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 49 | 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. |
| 50 | 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. |
| 51 | S&F PVC (SWR) half round gutter drain pipe 180mm bore, complete all as specified and as directed by Engineer-in-charge. |
| 52 | S&F 180mm PVC (SWR) joint socket as in gutter drain pipe, complete all as specified and as directed by Engineer-in-charge. |
| 53 | S&F 180mm PVC (SWR) joint tee as in gutter drain pipe, complete all as specified and as directed by Engineer-in-charge. |
| 54 | 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. |
| 55 | S&F PVC (SWR) pipe single socketed in any length fixed to wall 110mm bore with rubber ring joint, complete all as specified and as directed by Engineer-in-charge. |
| 56 | S&F PVC (SWR) bends 110mm bore (any radius), complete all as 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 · 20 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 22 daysTender Documents
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