Tender For Provn Of Upvc Frame Entrance In Bakery And Provn Of Veh Parking And Waiting Area For Station Units Veh And Other Misc Works Under Ge Panagarh
Tender Value
47.66 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
18 days left
EMD
95400
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 Upvc Frame Entrance In Bakery And Provn Of Veh Parking And Waiting Area For Station Units Veh And Other Misc Works Under Ge Panagarh
BOQ
| Sl. No. | Item Description |
| 1 | S&F for 12mm thick sheet glass, ordinary quality and glazing with oil putty in square exc 0.5 sqm in each pane complete all as specified and directed. |
| 2 | Supply and fixing factory made uPVC door frame made of uPVC. extruded sections having an overall dimension (extruded section profile) 60x58 mm(tolerance ± 1 mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame Jointed with galvanized brackets and stainless steel screws, jointsmitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 27.5 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. spring hinges Upvc 3d hinges fixed to the frame complete all as specified by the manufacturer and as per directions of Engineer-in-charge |
| 3 | Supply and fixing UPVC single point mortice lock door set with two levers(vertical type), brass body complete all as specified and directed. |
| 4 | S&F for 6mm thick sheet glass, ordinary and glazing with aluminium beading in aluminium frame in square exc 0.5 sqm in each pane all as specified and as directed. |
| 5 | M&L Rendering 15 mm thick cement plaster in CM 1:6 on fair faces of brick/concrete work surfaces finished even and smooth (without using extra lime or cement) complete all as specified and directed.. |
| 6 | M&L for prepration of newly plastered surfaces of wall and applying two coat of oil bound distemper over one coat of chalk whiting primer complete all as specified and directed. |
| 7 | Material and labour for complete removal of existing treatment (any layers of existing treatment ) from walls/pillars/cornices by scraping down with using steel patti and mechanical sander machine (including provision of dust sucking) upto entire satisfaction of Engineer-in-charge, brooming and washing down with water including applying wall care putty where required for filling to depressions to make the surface even and smooth by using sander machine (with provision of dust sucking) as directed by Engineer-in-charge and after preparing the surface smooth 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 specificatio over one coat of primer by using electric paint roller or roller brush, as per existing or as approved tint/colour complete all as specified and as directed. Note : If 1mm thick wall care putty is required, the same shall be measured and paid separately.) |
| 8 | M&L for 1mm thick wall care putty on wall complete all as specified and as directed. |
| 9 | M&L for prepration of new 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 new surfaces complete all as spd and directed. |
| 10 | M&L 4mm thick any colour ACP board (Aluminium composite panel), exterior grade, (approved colour) fixed with aluminium tapperd clip to aluminium frame work all as specified and as directed. |
| 11 | M & L for excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed. |
| 12 | Removing excavated soil to a distance not exc.50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete all as specified and as directed. |
| 13 | Rolling and consolidating formation surfaces in cutting with power roller exc 8 tonne and n.exc 12 tonne complete all as specified and as directed. |
| 14 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. |
| 15 | M&L Hardcore of broken stone or boulders of gauge n.exc 63 mm , deposited ,spread and levelled in layers n exc. 150 mm thick, watered and rammed to a true surface by filling with stone dust complete all as specified. |
| 16 | M&L for providing and laying factory made kerb stone of M- 25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3, including making joints with or without grooves, including making drainage opening wherever required complete all as specified and as directed. |
| 17 | M&L 150 mm thick (compacted thickness) Wet Mix Macadam (WMM) laid in two layers of 75mm each, grading as per table 400-13 of MoRTH specifications for road and bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 80-100KN static weight and consolidating to required gradient and camber complete all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by engineer in charge. |
| 18 | M & L for PCC type C2 1:3:6 using 40 mm graded crushed stone aggregates as in foundations ,fillings and mass concrete complete all as specified and directed. |
| 19 | M & L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and directed. |
| 20 | M & L for Machine pressed precast concrete coloured interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-40 Grade with grey cement and pigments complete all as specified and as directed. |
| 21 | M&L for preparing of new concrete or plastered surfaces of any description, not otherwise described, over 10cm width or girth and applying two coats of synthetic enameled paint over a coat of primer complete all as specified and as directed. |
| 22 | M & L for PCC type D2 1:4:8 using 40 mm graded crushed stone aggregates as in foundations ,fillings and mass concrete complete all as specified and directed. |
| 23 | M & L for Brickwork with flyash bricks old size, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and directed. |
| 24 | M & L for 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. |
| 25 | M & L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or concrete surfaces of wall, surface finished even and smooth without using extra cement complete all as specified and directed. |
| 26 | M&L for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc.as specified & directed by Engr-in-Charge. |
| 27 | M & L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work for rough finished surface, not exceeding 200m thick (Horizontal or sloping) complete all as specified and directed. |
| 28 | M&L for RCC 1:1.5:3 type A1 (20 mm graded crushed stone aggregate) nominal mix as in slab supported on wall complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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