Tender For Provn Of Reception Area And Waiting Room Near Bldg No P/769, Provn Of Parking Shed In Front Of Office Complex Of 2 Sikh Li And special Repair To Chain Link Fencing At Sports Complex Near Cariappa Enclave Under Ge Panagarh
Tender Value
47.37 Lakhs
Estimated cost
Bid Submission
02 Nov 2026
11 days left
EMD
94800
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Purba Bardhaman → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Reception Area And Waiting Room Near Bldg No P/769, Provn Of Parking Shed In Front Of Office Complex Of 2 Sikh Li And special Repair To Chain Link Fencing At Sports Complex Near Cariappa Enclave Under Ge Panagarh
BOQ
| Sl. No. | Item Description |
| 1 | Surface dressing n.exc 15 cm deep in soft / loose soil all as specified including clearing away all grass vegetation, saplings, shrubs, brush wood, under growth, roots and trees n. exc. 30cm girth and removing rubbish upto a distance of 50 metre out of the periphery of the area complete all as specified and as directed. |
| 2 | Excavation over area n.exc 1.50m deep and getting out soft/loose soil complete all as spd and directed. |
| 3 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soilNote : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. |
| 4 | All as per item No 3.00 here-in-above but depth exc 1.50 m but n.exc 3.00 mtr complete all as specified and as directed. |
| 5 | Excavation in post holes (or similar holes) each n.exc 0.5 cum getting out, and removing surplus soil to a distance n.exc 50 m and making good surface in soft/loose soil complete all as specified and directed. |
| 6 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm in soft/loose soil complete all as specified and as directed. |
| 7 | Removing Excavated soils exceeding 250 M but not exceeding 500 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed. |
| 8 | Demolition of concrete (unreinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removal of rubbish off the site complete all as specified and directed |
| 9 | Dismantling post (Wood/Steel or RCC) any section including taking out embedded portion and making good disturbed portion complete all as specified and directed |
| 10 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. |
| 11 | Dismantling fencing wire mesh any type complete all as apecified and directed by Engineer- in -Charge |
| 12 | M & L for moorum/clinker filling in floors or in foundation, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. |
| 13 | M&L for hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. |
| 14 | M & L for PCC (1:4:8) Type D2 using 40 mm graded aggregate used as in foundation filling and mass concrete complete all as specified and as directed. |
| 15 | M&L for PCC in foundation filling and mass concrete 1:3:6 type C-2 (using 40 mm graded stone aggregate) complete all as specified and directed |
| 16 | M & L for RCC M - 25 (Design Mix) as in 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 as directed. |
| 17 | M & L for RCC M - 25 (Design Mix) as in columns, pillars, piers, posts, and struts as desired complete all as directed by the Engg-in-charge. |
| 18 | M & L for RCC M - 25 (Design Mix) as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed. |
| 19 | M & L for RCC M - 25 (Design Mix) as in chajjas and similar work complete all as specified & directed by Engineer in Charge |
| 20 | M & L for RCC M - 25 (Design Mix) as 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 & directed by Engineer in Charge |
| 21 | S&F Mild Steel TMT bars 10mm and over, cut to lenghth, bent to shape requird, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clip all as directed by Engineer in Charge. |
| 22 | S&F TMT reinforcement bar, conforming to Fe-500, 5mm dia and upto and including 10mm dia in stirrups, spacers and binders, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends as binding with and including mild steel wire (Annealed) not less than 0.9mm dia or securing with clips all as specified. |
| 23 | S&F TMT reinforcement bar, conforming to Fe-500, 6mm to 8mm dia 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 chips. |
| 24 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form 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 |
| 25 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form 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. for fair finished surface of concrete, complete all as specified and directed. |
| 26 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surface of concrete Complete all as specified and directed. |
| 27 | M&L formwork to chajja and similar work including edges for rough finished surfaces complete all as specified and as directed. |
| 28 | M&L for Steel Centering and shuttering including strutting, propping etc. and removal of form to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping), for fair finished surface of concrete, all as specified and as directed. |
| 29 | M&L for damp proof course 40mm thkM-20 (Nominal Mix) using 12.5mm graded crushed stone aggregate with water proofing compound conforming to IS-2645 liquid grade as per manufacturer’s instructions with and including polythene film 200 micron over and including 85/25 grade Industrial bitumen (IS-702 : 1988) @ 1.5 kg/sqm blended with the dry sand @ 0.05 cubic meter/ sqm. complete all as specified and directed. |
| 30 | M&L for cement concrete type B-1 1:2:4 (using 20mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges complete all as specified and directed |
| 31 | M&L Brick work with flyash old size bricks, straight or curved on plan exc. 6m mean radius built in cement mortar 1:6 complete all as directed. |
| 32 | M&L for Rendering 15mm thick in CM 1:6 on fair faces of brick work or concrete surfaces finished fair and even complete all as specified and as directed |
| 33 | M&L for Rendering 15 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete surfaces finished fair and even, mixed wth water proofing compound admixture (if directed) as per manufacturer's instruction, complete all as specified and directed.Note :- WPC will measuered and paid separatly under relevant item of schedule. |
| 34 | M & L for 5 mm thick cement plaster in CM (1:3) on ceiling surfaces and finishing the surface fair and even complete all as specified and as directed |
| 35 | Supply only Liquid water proofing compound complete all as specified and as directed. |
| 36 | M&L for grading roof in cement mortar 1:3, 25mm thick in edge and 50mm thick in ridge including necessary curing complete all as specified in SSR Part I clause No 11.42.2 |
| 37 | M & L for providing water proofing treatment with a layer of APP based polymeric membrane, 3 mm thick (minimum), weighing not less than 3.60 kg/Sqm reinforced with polymer non woven fabric (weighing not less than 160 gm/ Sqm) shall be applied over one coat of cold bituminious primer @ 0.40 ltr/ Sqm ( membrane shall be laid using butane torch and sealing all joints etc, complete all as specified and directed .( Note: The overlaps shall be of minimum 75 mm on longitudinal direction and 100 mm on transverse direction) complete all as specified and directed. |
| 38 | M&L for preparing surfaces of roof and applying one coat of aluminium Paint complete all as specified. |
| 39 | S & F Framed work as in doors or gates of angle or other section of Fe 410 -W (Gde- E- 250) quality-A Fe with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as spd and directed. |
| 40 | S & F Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment using Fe 410 -W (Gde E- 250) quality A complete all as spd and directed. |
| 41 | M&L Mild Steel Screw Bolts (Machine Made) with Hexagonal Head at one End and screwed the other Ends, each screwed End to be fitted with Washers and One Hexagonal Nut, diameter of Shank 5 to 10mm Length of Bolt exc. 50mm complete all as specified and as directed. |
| 42 | M&L Mild Steel Screw Bolts (Machine Made) with Hexagonal Head at one End and screwed the other Ends, each screwed End to be fitted with Washers and One Hexagonal Nut, diameter of Shank 5 to 10mm Length of Bolt not exc. 50mm complete all as specified and as directed. |
| 43 | M & L for pre-painted hot-dip aluminium-zinc alloy metallic coated of any profile steel sheet corresponding to IS 15965:2012 of durability class 3, atmospheric classification category 3, coating class AZ150, 0.50 mm thick, of an approved colour and having yield strength of 550 MPa as in roof covering fixed with self tapping screws as specified up to anyheight including all necessary scaffolding and safety measures complete all as specified and directed |
| 44 | S&F framed work such as grills, gratings,etc,with ends of bars shouldered and /or riveted, or forged into spickes; framed guard bars; barried iron door;ladders;framed balustars; walk ways; railings; framed workof water tans and similar work conforming to Fe 290 Gde-E-165 complete all as specified and directed |
| 45 | S&F Factory made single extruded WPC ( Wood polymer composite ) solid door/window and others frames/chowkhat of size 50x125 mm double shutter comprising of virgin PVC polymer of K value 58-60 (Suspension Grade ), calcium carbonate and natural fibres and non toxic additives fabricated with mitred joints after applying PVC solvent cement and screwed with full body threaded star headed SS Screws having minimum frame density of 750kg/cum and fixed in position with MS hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engg-in-charge. |
| 46 | S&F Factory made single extruded WPC ( Wood polymer composite ) solid Plain flush door shutter of 30 mm size comprising of virgin PVC polymer of K value 58-60 (Suspension Grade ), calcium carbonate and natural fibres and non toxic additives having minimum density of 650kg/cum and with property of being termite/borerproof,water/moisture proof and fire retardent and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk SS Screws complete as per direction of Engg-in-charge. |
| 47 | S&F Factory made single extruded WPC ( Wood polymer composite ) 30 mm thick glazed and skeleton panelled door shutter comprising of virgin PVC polymer of K value 58-60 (Suspension Grade ), calcium carbonate and natural fibres and non toxic additives having minimum density of 650kg/cum and with property of being termite/borerproof,water/moisture proof and fire retardent and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk SS Screws complete as per direction of Engg-in-charge. |
| 48 | Powder coated aluminium (minimum thickness of powder coating 50 micron) work for doors, windows, ventilators and partitions (Fixed portions) with extruded built up standard tubular sections/ appropriate Zsections and other sections of approved make conforming to IS: 733 and IS:1285, fixing with dashfasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top,bottom and sides with required EPDM rubber/ neoprene gasketetc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including Aluminium snap beading for glazing/ paneling, all complete as per architectural drawings and the directions of Engineer-in-Charge. |
| 49 | S & F powder coated Anodised aluminium window shutters, sliding type without sash bars, (minimum thickness of powder coating 50 micron) for three track shutters of windows & ventilators aluminium sections weighing 0.55 kg/m including necessary joining cleats , Aluminium snap beading for glazing/ paneling, C.P. brass/ stainless steel screws, anodised aluminium fittings suitaible etc all complete as per architectural drawings and the directions of Engineer-in-charge. |
| 50 | M & L for 4mm thick plain sheet glass ordinary quality & glazing with oil putty n.exc 0.50 Sqm in each pane complete all as spd and directed by Engr-In-Charge . |
| 51 | S&F stainless steel wire cloth of 0.36 mm nominal dia of wire and averaging of width of aperture 1.40mm, fixed with stainless steel wire staples including taking out old wire cloth complete all as specified and directed. |
| 52 | S & F 300 mm Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixe complete all as spd and directed by Engr-In-Charge . |
| 53 | S&F 100mm Stainless Steel hinges, complete all as specified and directed |
| 54 | S&F 200mm Aluminium anodised, barrel tower bolts of extruded section and fixed complete all as specified and directed. |
| 55 | S&F 125mm Extruded aluminium alloy handles, fabricated type, anodised complete all as specified and directed |
| 56 | S&F 300 mm long aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy and fixed complete all as directed by Engr-in-Charge. |
| 57 | S&F aluminium (extruded section body) door closer hydraulically regulated, designation No. 3, universal type, suitable for door shutters of 851 to 1000 mm in width and of weight between 61 to 80 kg and fixed complete all as spd and directed. |
| 58 | M & L for PCC (1:2:4) 75 mm thick Type B1 using 20 mm graded aggregate used as in floor/pavings and finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed. |
| 59 | M & L for cement concrete 75 mm thick type D2 , 1:4:8 ( 40 mm graded aggregate) as in sub layer of floor and finished rough to receive next layer as directed by Engg-in-charge. (Note: Reinforcement will be measured and paid separately) |
| 60 | M & L for cement concrete 75 mm thick type B- 1, 1:2:4 (20 mm graded aggregate) as in sub layer of floor and finished rough to receive next layer as directed by Engg-in-charge. (Note: Reinforcement will be measured and paid separately) |
| 61 | M&L Non - skid coloure joint free Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tiles exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match all as specified as directed.including 15 mm thick screed bed or bedding layer in cement mortar 1:6 for laying wall tiles finishes Note : Design, shade and pattern of fixing of tiles shall be as directed by Engr-in-charge |
| 62 | M&L Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match all including Screed bed or bedding layer of mortar 10 mm thick 1:3 for laying floor finishesas specified as directed.Note : Design, shade and pattern of fixing of tiles shall be as directed by Engr-in-charge. |
| 63 | M&L Machine Cut marble slab (Udaipur Green) 18-20mm thick table rubbed and polished as in window cill. kitchen slab etc. over and including Screed Bed or Bedding Layer 20mm thick in Cement Mortar (1:6),including pointing in white cement (1:2) using marble dust with admixture of pigment to match with marble shade complete all as specified and as directed by Engr-in-Charge. |
| 64 | Material & Labour for preparation of new surfaces of plastered walls and applying Two coats of Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. over and including a coat of primer and 1.0 mm thick white wall care putty (premium quality) over plastered surfaces of walls to prepare the surface even and smooth complete all as specified. |
| 65 | Material & Labour for 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 directed. |
| 66 | M & L for preparing of newly plastered surface and applying of three coat of white wash on newly plaster surface ceiling complete all as directed by Engr-in-Charge. |
| 67 | M&L for preparing of new steel & iron surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enameled paint over a coat of Red oxide zinc chrome primer zinc chrome complete all as specified and as directed. |
| 68 | M&L for 75 mm thick cement concrete M10 (Nominal Mix) with 40mm graded crushed aggregate finished even and fair laid to a slope of 1 in 12, laid in alternate bays, each bay not exceeding 3 m length with joint filled with bituminous mastic filling comprising a mixture of 1 part of heated Industrial bitumen 85/25 grade and two parts of heated sand as in plinth protection complete all as specified |
| 69 | S&F mild steel posts and struts in fencing including cutting tops to shape as directed ,drilling holes , notching for wire,etc , flat iron fillets ( for securing wire mesh etc.) top section fixed including all necessary drilling,bolting or riveting etc and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed |
| 70 | Supply only PVC coated Galvanised iron wire using Hot Dip technology chain electrogalvanised coating chain link fencing wire mesh of size 50mmx50mm minimum dia meter of wire 3 mm confirming to IS -2712-2003 havinga tensile strength 400 to 500 Mpa and and PVC coated to achieve outer dia. not less than 4 mm , straining bolts, etc. including provission of binding wireThe mesh wire a of the fabric shall be manufactured from ISI marked galvanised steel confirming to IS - 280:2006 (4th revision).The Kuncled ends should be of at least 50% of the sixe of the square mesh. The wires used in fencing should be long lasting and resistance to corrosion and testing criteria fullfill the requirement as per IS 1161:1998 complete all as specified and directed. |
| 71 | S & F for PVC (SWR) pipes, type B of 110 mm dia single socketed in any length with rubber ring joints fixed to walls, complete and jointed. Please Enable Macros to View BoQ information |
| 72 | S & F for PVC (SWR) pipes, type B of 110 mm dia single socketed in any length with rubber ring joints fixed to walls, complete and jointed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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