Tender For Provn Of Or Institute For Ors Of Arty Bde C And Arty Bde Sign Coy At Faridkot Mil Stn
Tender Value
42.64 Lakhs
Estimated cost
Bid Submission
12 Nov 2026
10 days left
EMD
85280
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Faridkot → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Or Institute For Ors Of Arty Bde C And Arty Bde Sign Coy At Faridkot Mil Stn
BOQ
| Sl. No. | Item Description |
| 1 | M & L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-Charge |
| 2 | M & L for Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed by Engineer-in-Charge |
| 3 | M&L cement concrete type D2 1:4:8 (40 mm graded aggregate) for foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge |
| 4 | M & L for M30 design mix concrete (20mm graded aggregates) for foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed by Engineer-in-Charge |
| 5 | M & L for 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 flat rough fnished complete all as specified and directed by Engineer-in-Charge |
| 6 | M & L for M30 design mix concrete (20mm graded aggregates) for columns complete all as specified and directed by Engineer-in-Charge |
| 7 | M & L for Formwork to sides of rectangular columns flat rough finished complete all as specified and directed by Engineer-in-Charge |
| 8 | M & L for M30 design mix concrete (20mm graded aggregates) for Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and 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 sup- ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and directed by Engineer-in-Charge |
| 10 | M & L for M30 design mix concrete (20mm graded aggregates) for Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge |
| 11 | 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 specified and directed by Engineer-in-Charge |
| 12 | 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 specified and directed by Engineer-in-Charge |
| 13 | M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge |
| 14 | M&L Mild steel TMT bars 5 mm dia and over upto 10mm dia for stirrups, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge |
| 15 | M & L for M30 design mix concrete (20mm graded aggregates) for Chajjas complete all as specified and directed by Engineer-in-Charge |
| 16 | M & L for Formwork to chajjas flat rough finished complete all as specified and directed by Engineer-in-Charge |
| 17 | Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc 25cm complete all as specified and directed by Engineer-in-Charge |
| 18 | Spreading and levelling in layers n exc. 25 cm thick and well ramming including watering as required complete all as specified and directed by Engineer-in-Charge |
| 19 | M&L Brickwork with fly ash bricks old size bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge |
| 20 | M&L for Rendering 10mm thick in CM 1:6 on fair faces of masonry / concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge |
| 21 | M&L for Rendering 15mm thick in CM 1:4 on fair faces of masonry / concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge |
| 22 | M&L for Rendering 5mm thick in CM 1:3 on ceiling surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge |
| 23 | M&L for preparation of newly external plastered surfaces 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 a coat of alkali resistant primer over 3mm thick wall care putty complete all as specified and directed by Engineer-in-Charge |
| 24 | M&L for 10mm thick screed bed in CM 1:6 complete all as specified and directed by Engineer-in-Charge |
| 25 | 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 all as specified and directed by Engineer-in-Charge |
| 26 | All as per Srl item No. 25 here-in-before but in skirting over 10 mm thick backing coat in CM 1:4 complete all as specified and directed by Engineer-in-Charge |
| 27 | OVERLAY- PU BASED ELASTOMERIC LIQUIED MEMBRANE SYSTEM FOR EXPOSED ROOF : Providing and applying polyurethane liquid roof waterproofing with improved water ponding capability, elastomeric high build liquid membrane for concrete roofs for exterior wall and exposed surface with solid content not less than 80% and solar reflective index not less than 106 as per (ASTM E1980-19)/tear strength ~20 N/mm (Free film, 14 days, +30 degree C) (ASTM D624) and tensile strength >= 2 N/mm2 (ASTM D4541), elongation 350 to 400% as per ASTM D412 and crack bridging ability upto 2mm.(a) After proper surface preparation, Apply one coat of Primer for PU coating as per manufacturers specification.(b) Apply 1st coat of ShaliUrethane® BTD (white) @ 650 gm / m²(minimum) or equivalent by brush / roller while prime surface is tacky, Spread waterproofing reinforced Glass Fiber mash of 45 GSM with overlaps of 50 mm in both directions when the surface is still tacky. Allow 1st coat to dry. (c ) Apply 2nd & 3rd coat of ShaliUrethane® BTD (white) @ 650 gm / m² (minimum) or equivalent by brush/roller. Make : Fosroc/Sika/Choksey/Bostik/STP/ Asian Paints/Berger PaintsNote : (i) The Minimum dry film thickness (DFT) of roof treatment shall be 1.5mm if any shortfall in thickness of above treatment the same shall be achieved by additional coat. (ii) The procurement of material and execution of the work of water proofing treatment shall be carried out by authorised applicator approved by GE.(iii) The manufacturer/authorised applicator shall give a warranty for the performance & durability for 10 years. |
| 28 | M&L 75mm thick cement concrete type C2 (1:3:6) 40mm graded aggregate in plinth protection complete all as specified and directed by Engineer-in-Charge |
| 29 | S& F for Factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/Chowkhat of size 65 x 125 mm comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/ cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modules of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixed in position with MS hold fast/ lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. |
| 30 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of 35mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel butt hinges and necessary S S screws shall be paid separately) complete all as specified and directed. Please Enable Macros to View BoQ information |
| 31 | S&F Factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of 35mm size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In-Charge. (Note: stainless steel butt hinges and necessary S S screws shall be paid separately) complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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