Tender For - Provn Of Shed In Existing Path For Protection Of Rain Water In Adm Site And Renovation Of Entrance Gate Of Snmc, Gdcc And Duty Officer Room In Lkt At Af Stn Bhowali.
Tender Value
9.69 Lakhs
Estimated cost
Bid Submission
14 Oct 2026
19 days left
EMD
19400
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nainital → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for - Provn Of Shed In Existing Path For Protection Of Rain Water In Adm Site And Renovation Of Entrance Gate Of Snmc, Gdcc And Duty Officer Room In Lkt At Af Stn Bhowali.
BOQ
| Sl. No. | Item Description |
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm in hard/dense soil complete all as specified and directed. |
| 2 | Excavating over areas, n exc1.5 m deep and getting out in Hard/ dense soil complete all as specified and directed. |
| 3 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, n exc 10 sqm on plan and n exc 1.5m in depth and getting out any type of soil |
| 4 | Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and getting out in soft/loose soil complete all as specified and directed. |
| 5 | Cement concrete type E-2 1:4:8 (using 40 mm graded aggregate) as in foundation filling and mass concrete all as specified and directed by Engr-in-charge. |
| 6 | M&L 25mm thick PCC 1:2:4 type B0 (12.50mm graded crushed stone aggregate) as in floors finished even & smooth using extra cement in patches all as specified and directed by Engr-in-charge. |
| 7 | M&L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base of floor, etc complete all as specified and directed |
| 8 | M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate as in walls or retaining walls, any thickness, size or shape including pilasters, buttresses columns, pillars, boundary pillars and posts (including caps and bases), etc complete all as specified and directed |
| 9 | M&L for hardcore of broken stone or boulder 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 |
| 10 | RCC in Nominal Mix type B1 1:2:4 (20mm graded aggregate) foundations, including, rafts, footings, foundation beams (Plinth beam), bases for columns, Slab,Chajja ,Manhole cover etc , basement slab, under reamed piles and mass concrete all as specified and directed by Engr-in-charge. |
| 11 | M&L formwork to sides of concrete foundations, 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 all as specified all as specified and directed by Engr-in-charge. |
| 12 | S&F TMT steel bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with MS wire (annealed not less than 0.9mm dia) all as specified and directed |
| 13 | S&F TMT steel bars 5mm dia and over, up to and including 10mm dia in stirrups spcers and binders all as specified and directed by Engr-in-charge. |
| 14 | M & L Virified Ceramic tiles double charged (light shade) 7-10 mm thick (square/ rectangular) polished, area of each tiles exceeding or equal 0.36 sqm, but n exc 1.00 sqm in floors approve by engg-in-charge etc. set and jointed in neat cement slurry and pointed in white or coloured cement to matchand including 20 mm thick screed bed in CM 1:4 to recieve tiles complete all as specified and directed. |
| 15 | M & L Virified Ceramic tiles double charged (light shade) 7-10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.42 sqm, but n exc 1.00Sqm in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured cement to matchand including 10mm thick backing coat in CM 1:4 to recieve tiles complete all as specified and directed. |
| 16 | M&L Brick work using old size bricks with sub class 'B' bricks straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and directed. |
| 17 | M & L rendering 15mm thick on brick wall or concrete surface consisting two layers, under layer of 10mm thick in CM (1:6) & top layer of 5mm thick in cement mortar 1:4 mixed with water proofing compound, finished even and smooth without using extra cement complete all as specified and directed. |
| 18 | Material & Labour for preparation of new external surfaces of wall 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. |
| 19 | Applying wall care putty on new Wall/Ceiling surfaces including rubbing, levelling and preparing the surfaces for receiving further finishes as directed. |
| 20 | S&F framed work such as grills, gratings etc with ends of bars shouldered and or reiverted or forged into spikes, framed guard bars,steel doors and similar work conferming to Fe 410-0 or Fe 310-0 all as specified and directed by Engr-in-charge. |
| 21 | M&L two coat of synthetic enamel pinting over a coat of red oxide primer incl preparation of steel new surface over 10 cm width or girth all as specified and directed by Engr-in-charge. |
| 22 | S&F Aluminium Composite Panel (ACP) of any colour of exterior edge for cladding near entrance of Alucobond/Alstrong/Brand approved equivalent make for external wall /column /canopy cladding in combination of solid / Metallic colours, including all necessary frame work,necessary decorative LED lights or LED strips on edges for aesthetic view as approved by engg-in-charge and complete weather sealing. The composite panel should consist of 3mm thermoplastic core of LDPE sandwiched between 2 skins of 0.5mm thick aluminium sheet (alloy designation 310S) making a total panel thickness of 4mm. The surface shall be furnished with Lumiflon based flourcarbon coating on top sides and service coating on reverse side. Coatings shall conform to specifications of ECCA /AAMA and conforming to the mechanical properties of panel as per detailed technical specifications. The system shall be fixed using GI brackets and stainless steel bolts and nuts complete with spring washers and cap nuts and all other necessary accessories. The bracket support shall be designed as per manufactures specification and shall withstand a wind pressure of 150 Kg/Sqm. All hardware shall corrosion resistant frame out of anodised aluminium member. |
| 23 | M&L rolled sections as in main ans cross beam, hip and jack rafters purline where connected to common rafter and running rails,pathway and guides for sliding door fixed with angle cleats or other connecting plates. |
| 24 | M&L Pre-painted galvatume aluminium zinc coating GI based corrugatged steel sheet 0.5mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws as specified |
| 25 | M&L Pre-painted galvatume aluminium zinc coating GI based plain steel sheet 0.5mm thick of an colour having tensile strength of 550 Mpa as in roof covering /cladding to wall, fixed with self tapping screws as specified |
| 26 | S & F for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement Complete all as specified and directed. |
| 27 | M&L for applying Asian Royale play textured wall paint over prepared surface of wall with white cement base putty and design approved by Engineer-in-charge complete all as specified and directed. |
| 28 | S&F up to 6mm thick Polycarbonate sheet in dome structure/similar condition with rubber neoprene/similar packing material fixed and packed with sheet including dismantling of existing sheeting complete all as specified and as directed. |
| 29 | S & F in mica 1mm (laminate/sunmica) for doors, wooden surfaces, Pvc surfaces complete all as specified and as directed. |
| 30 | M&L for SS Box Type Letters Height -1\\" to 18\\", No. of Letter up to 40,White ACP for Glowing of SS Letters including installation charges/LED as per specifications and drawing design approved by Engineer-in-charge complete all as specified and directed. |
| 31 | M&L for LOGO 0.5m-1m Height with LED Module & Power Supply including installation charges as per specifications and drawing complete all as specified and directed. |
| 32 | S&F toughened glass 12mm thick in hinged doors, partitions, automatic doors , stair case panels and similar work incl cutting to shape design approved by Engineer-in-charge complete all as specified and directed. |
| 33 | M&L for Outdoor Endura colour tiles n exc 0.16 Sqm, 10 to 12 mm thick, moulded set jointed and pointed in neat cement slurry with grey cement and pigment, in floors/Walls, over and including 15 mm thick screed bed or rendering of cement mortar (1:4) complete all as specified and directed. |
| 34 | M&L for preparation of old surfaces of steel or iron surfaces of any description, over 10 cm width or girth, not otherwise described and applying one coat of synthetic enamel paint. |
| 35 | S & F GI frame work for seamless ceiling comprising of GI perimeter channel 0.55mm thick with two unequal flanges of 20 and 30mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450mm centre to centre/intermediate channel 0.9mm thick having equal flanges of 15mm each and web of 45mm suspended from soffit at approx 900mm centre to centre with GI cleat and steel expansion fasteners with and including ceiling section (not exc 1.2m length) of 0.55mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5mm fixed to the intermediate channel at 457mm centre to centre complete all as specified and directed. |
| 36 | M & L Providing and fixing 10mm thick plaster of paris ceiling (Gypsum anhydrous) to flat surface over metal frame work and reinforced with G.I. wire mesh (Fillets, metal frame work) and complete all as specified and directed |
| 37 | S & F of 4mm Non asbestos fibre cement building boards fixed or laid /inserted to timber/GI/Aluminium frame work and fixed in ceiling flat or sloping as in complete all as specified and directed. |
| 38 | S & F Moulding n exc 6 sq cm as in cornices picture rails and like complete all as specified and design approved by Engineer-in-charge complete all as specified and directed. |
| 39 | M & L for Chequered concrete tiles with grey cement and pigments n exc 0.16 sqm and 20-25mm thick, machine pressed; set jointed and pointed in neat cement slurry in floors, and cut and polished with 20mm thick Screed bed or bedding layer of cement mortar 1:4 complete all as specified and directed. |
| 40 | M & L for Chequered concrete tiles with grey cement and pigments n exc 0.16 sqm and 20-25mm thick, machine pressed; set jointed and pointed in neat cement slurry in floors, and cut and polished with 10mm rendering of cement mortar 1:4 complete all as specified and directed. |
| 41 | M & L for Stone walling of random rubble stone, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:4 using locally available best stone complete all as specified and directed. |
| 42 | Ditto all as per Srl item No of above but except stone complete all as specified and directed. |
| 43 | Providing precast cement concrete type B1 1:2:4 (20mm graded aggregate) as in steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, anchorage blocks, bonders (for stone walling). corbels, brackets, etc. (of any section indicated), with plain fair faces, including cham- fers, weatherings, throat- ing etc. and setting in mortar 1:4 complete with joints to match |
| 44 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses,of maximum depression on face from straight edge held against the dressed surface n exc. 20mm complete all as specified and directed. |
| 45 | M & L for Flush pointing to block in RR Masonary,Uncoursed or brought upto courses stone masonary in CM 1:4 complete all as specified and directed. |
| 46 | Removing excavated materials n. exc. 50 m and depositing were directed at a level n exc 1.5 mtr above the staring point. |
| 47 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed |
| 48 | Demolotion of Concrete of any description and in any position not otherwise specifically provided for Complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
TodayOct 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysOct 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender