Tender For Replacement Of Existing Rolling Shutter At E&M Workshop, Making Partition At E&M Store, Removing And Relaying Of Stone Aggregate At Same Site Of 3.3 Kv Substation Premises And Other Civil Works At Socm Under Bssa. E-
Tender Value
10.19 Lakhs
Estimated cost
Bid Submission
19 Oct 2026
11 days left
EMD
12800
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nagpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Replacement Of Existing Rolling Shutter At E&M Workshop, Making Partition At E&M Store, Removing And Relaying Of Stone Aggregate At Same Site Of 3.3 Kv Substation Premises And Other Civil Works At Socm Under Bssa. E-
BOQ
| Sl. No. | Item Description |
| 1 | Providing and laying 40mm Stone Aggregate including material , labour , transport , spreading etc as per instruction of Engineer in Charge |
| 2 | Removing old deposited material manually and stacking etc within lead of 50m Complete as per instruction of Engineer in Charge. |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 4 | Providing and fixing in position,Singles huttered aluminium extruded powder coated openable door of overall size 0.90mx2.40m with aluminium doorframe of powder coated section 101.60x44.75mm,3.18mm thick and shutter comprising of powder coated section having bottom and lockrail of size150mm x44.5mm x3.00 mm thick top rails 47.62x44.45mmx3.00mm thick,vertical style 47.62x44.45mm,3.00mm thick and for shutter plain glasspanes 5mmthick for top panels and12mm thick both side laminated phenolbonded particleboard panels for bottompanels etc.,I.S.I. mark , heavy duty, Hydraulic floor spring of 150 Kilogram capacity , having heavy duty concealed lock, necessary beading,glazing clips,PVC gaskets, 250mm length tower bolts,150mm diam.padhandle,etc.as per detailed design and drawing or as directed byengineer in charge including al lmaterials,labours,and equipmentetc.Complete |
| 5 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC)pipes, having thermal stability for hot & cold water supply,including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall20 mm nominal dia Pipes |
| 6 | Providing and fixing brass bib cock of approved quality :20 mm nominal bore |
| 7 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore |
| 8 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual 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 for all lift, as directed by Engineer-in-charge.All kinds of soil |
| 9 | Carriage of earth by mechanical means including loading and unloading and transportation within a lead of 1 km |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars |
| 13 | Supplying and fixing rolling shutters of approved make,made of required size M.S. laths, interlocked togetherthrough their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaftwith brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 14 | Extra for providing mechanical device chain and crankoperation for operating rolling shutters.Exceeding 10.00 sqm and upto 16.80 sqm in the area |
| 15 | Providing and fixing factory made uPVC glazed/ wire mesh windows/ doors comprising of lead free uPVC multi- chambered frame, sash and mullion/ coupler (wherever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming toEN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia. with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/ mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh/ Glazing of plain/ toughened/ laminated/ double glass unit with/ without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (iii) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3 (iv) Sites with structure height more than 20m for all wind speeds.Three track three panels sliding door with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on two panels along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). |
| 16 | Providing and fixing ISI marked flush door shuttersconforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1st classhard wood and well matched commercial 3 plyveneering with vertical grains or cross bands and faceveneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 17 | Providing and fixing aluminium handles, ISI marked,anodised (anodic coating not less than grade AC 10 asper IS : 1868) transparent or dyed to required colour orshade, with necessary screws etc. complete :100 mm |
| 18 | Providing and fixing aluminium sliding door bolts, ISImarked anodised (anodic coating not less than grade AC10 as per IS : 1868), transparent or dyed to requiredcolour or shade, with nuts and screws etc. complete :300x16 mm |
| 19 | Providing and fixing aluminium tower bolts, ISI marked,anodised (anodic coating not less than grade AC 10 asper IS : 1868 ) transparent or dyed to required colour orshade, with necessary screws etc. complete :150x10 mm |
| 20 | Providing and fixingin position extruded aluminium partitions having frame made out of extruded tubular section of size 65mmx40mm with12mm thick three layered flat pressed teakwood particle board bonded with BWP type exterior grade phenolformaldehyde synthetic resin conforming to IS129231990,laminated on both sides,Nova teak or equivalent with aluminium glazing clips ofsize12mmx12mm(conical)as per drawing etc. complete |
| 21 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 23 | Total impact of GST for the purpose of CTC Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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