Tender For - Provision Of Flag Post At Admin Site At Af Stn Bhowali.
Tender Value
9.68 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
16 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 - Provision Of Flag Post At Admin Site At Af Stn Bhowali.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over area n.exc 1.5 m deep and getting out in soft/disintegrated rock complete all as specified and directed. |
| 2 | Removing excavated materials n. exc. 50 m and depositing were directed at a level n exc 1.5 mtr above the staring point all as specified and directed by Engr-in-charge. |
| 3 | Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed |
| 4 | M&L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering,complete all as specified and directed by Engr-in-Charge. |
| 5 | M&L for hard core of gauge n.exc 63mm , degorited spread and levelled in layers n.exc 15mm thick watered and rammed to a tree surface with broken stone or boulders . |
| 6 | M&L for 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. |
| 7 | 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. |
| 8 | M&L for RCC in Nominal Mix type B1 1:2:4 (20mm graded aggregate) foundations, including, rafts, footings, foundation beams (Plinth beam), bases for columns, etc , basement slab, under reamed piles and mass concrete all as specified and directed by Engr-in-charge. |
| 9 | 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. |
| 10 | 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 |
| 11 | 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. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | Applying wall care putty on new wall surfaces including rubbing, levelling and preparing the surfaces for receiving further finishes as directed. |
| 16 | S&F framed work such as grills, gratings etc with ends of bars shouldered and or reiverted or forged into spikes, framed guard bars and similar work conferming to Fe 410-0 or Fe 310-0 all as specified and directed by Engr-in-charge. |
| 17 | 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. |
| 18 | M & L 75mm th PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in plinth protection finished even and smooth without using extra cement complete all as specified. |
| 19 | M&L Granite (of any type) tiles 16 to 18 mm thick as in any position and similar works over 10mm thick cement screed in CM 1:4, machine cut, bedded and jointed with grey cement slurry and pointed with white cement and pigment to match the shade of granite stone incl cutting, polishing complete all as specified and directed by Engr-in-charge. |
| 20 | 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 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 all as specified and directed by Engr-in-charge. |
| 21 | M&Lfor Chequered cement concrete tiles n exc 0.16 Sqm and 20-25mm thick, set, jointed and pointed in neat cement slurry in floors and pointed with grey cement and no pigment over 20 mm thik screed bed in CM 1:4 complete all as directed. |
| 22 | M&L for sand cushioning for Machine pressed precast concrete interlocking paver block including watering and consolidation all as specified and directed by Engr-in-charge. |
| 23 | M&L for coloured Machine pressed precast concrete interlocking paver block any shape and size confirming to IS-15658-2006 of 80mm thickness, M-40 grade including taking out of old damaged interlocking paver block all as specified and directed by Engr-in-charge. |
| 24 | M&L for glazed ceramic tiles colour 350x250x7mm / 450x350x7mm thick in vertical surfaces such as skirting, dado and risers to steps set and jointed in neat cement slurry and pointed in coloured cement to match over 10mm thick cement mortar 1:4 on fair faces of brick work or concrete surfaces as backing for tiles complete all as specified. |
| 25 | M & L for Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow Complete all as specified and directed. |
| 26 | Clearing away roots, and trees not exceeding 30 cm girth on buildings at any height including all grass vegetation, saplings, shrubs, brushwood, undergrowth, and removing rubbish upto a distance of 50 metres outside the periphery of the area under clearance except in the case of surface dressing which includes for all the foregoing except clearing away of trees complete all as specified and as directed. |
| 27 | S & F of 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 with with Hangers 4 mm dia GI (upto 1200mm length) adjusting level fixed to roof slabs by means of ceiling cleats made out of GI flat 40 x 3mm size 60mm long and expansion hold fasteners 12.5mm dia, 40mm long as in complete all as specified and directed. |
| 28 | 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. |
| 29 | S&F PVC Ceiling Lining (False Ceiling) Incl Frame work for PVC Ceiling Consisting of 5mm thick Plain Colour PVC Sheet 8 to 10mm hollow section inclusive of solvent cement and fixing at site on frame work as per requirement on site complete all as spcd (Note :- Framework inclusive in above item and not to be paid separately.) |
| 30 | M&L for Removal of Spoiled Material/Snow/Debris/Soils/Solid content by removing the same by JCB to a distance exc 50 mtr and making the surface good complete all as directed. Note :- Per Hour Charge will be started when JCB will reached actual site only working hours will be measured and paid. |
| 31 | M&L for Cleaning of Existing Surfaces of Interlocking Tiles/Chequred Tiles with coir/wire brushes ,washing down with water to remove fine dust and applyning two coat of readymade concrete paint etc complete all as specified & directed. |
| 32 | Demolition of brick work built in cement mortar including all quions ,arcches , pillars etc complete all as specified and as directed. |
| 33 | Demolition of cement concrete in ground floor and paving not exceeding 15cm thick ( below or above ground level ) complete including removal of debries out side MD land all as specified and as directed . |
| 34 | Demolotion of Concrete of any description and in any position not otherwise specifically provided for Complete all as specified and directed. |
| 35 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base complete all as specified and as directed. |
| 36 | Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc., n exc. 3 m high from base complete all as specified and as directed. |
| 37 | 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. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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