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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 4 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹27.7 L
EMD Value
₹55,378
Closing Date
4 Jun 2026, 3:00 pmClosed
EE,NPD-3,DDA
EE,NPD-3,DDA
Maintenance and upgradation of existing site office of NPD-3/DDA including partitioning inter locking paver block and other allied maintenance work near Mansa Devi Mandir, Sector A1 to A4, narela.
2026_DDA_910057_1
02/EE/NPD-3/DDA/2026-27.
Open Tender
Civil Works
60 days
NARELA
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹55,378
5 Jun 2026
26 May 2026
5 Jun 2026
26 May 2026
4 Jun 2026
26 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Providing and fixing partition upto ceiling height consisting of G.I. frameand required board, including providing and fixing of frame work madeof special section power pressed! roll form G.I. sheet with zinc coating of120 gms/sgm(both side inclusive), consisting of floor and ceiling channel50 mm wide having equal flanges of 32 mm and 0.50 mm thick, fixedto the floor and ceiling at the spacing of 610 mm centre to centre withdash fastener of 12.5 mm dia meter 50 mm length or suitable anchorfastener or metal screws with nylon plugs and the studs 48 mm widehaving one flange of 34 mm and other flange 36 mm and 0.50 mm thickfixed vertically within flanges of floor and ceiling channel and placed at a spacing of 610 mm centre to centre by 6 mm dia bolts and nuts,includingfixing of studs along both ends of partition fixed flush to wall with suitableanchor fastener or metal screws with nylon plugs at spacing of 450 mmcentre to centre, and fixing of boards to both side of frame work by 25 mmlong dry wall screws on studs, floor and ceiling channels at the spacingof 300 mm centre to centre. The boards are to be fixed to the framework with joints staggered to avoid through cracks, M.S. fixing channelof 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to beprovided at the horizontal joints of two boards, fixed to the studs usingmetal to metal flat head screws, including jointing and finishing to a flush finish with recommended jointing compound, jointing tape, angle beadsat corners (25 mm x 25 mm x 0.5 mm), joint finisher and two coats ofprimer suitable for board as per manufacture’s specification and directionof engineer in charge all complete.9.105.1 75 mm overall thickness partition with 12.5 mm thick doubleskin fire rated Glass Reinforced Gypsum (GRG) plasterboard conforming to IS: 2095: part 3 (Board with BIScertification marks) | - | sqm | 2,131.1 | - | BI01010001010000000000000515BI0100001113 |
| 2 | Two track two panels sliding door with Aluminium channelfor roller track, wool pile, zinc alloy (zamak) powder coatedhandle on every panel along with multi-point locking system,adjustable nylon rollers with SS 304 body. Using R3 series with frame (556 mm & above)x (40 mm & above) & sash (30 mm & above)x (74 mm & above). (Height upto 2.5 metre). | - | sqm | 8,106.3 | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing and installation of Toughened glass 12 mm thickness(8778) for partition. | 1 | sqm | 5,889.51 | ₹5,883.62 | BI01010001010000000000000515BI0100001115 |
| 4 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | 1 | sqm | 5,325.9 | ₹5,320.57 | BI01010001010000000000000515BI0100001116 |
| 5 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0
mm thick & 2100 mm long with SS screws etc .complete as per direction
of Engineer-in-Charge.21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar | - | each | 645.5 | - | BI01010001010000000000000515BI0100001117 |
| 6 | Surface dressing of the ground including removing vegetation and inequalitiesnot exceeding 15 cm deep and disposal of rubbish, lead up to50 m and lift up to 1.5 m. All kinds of soil | - | cum | 34.15 | - | BI01010001010000000000000515BI0100001118 |
| 7 | 1:3:6 (1 cement : 3 manufactured sand derived fromRecycled Concrete Aggregate (RCA) : 6 graded stone
aggregate 20 mm nominal size Recycled Aggregate (RA)) | - | cum | 7,656.55 | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mmthick compacted bed of sand, compacting and proper embedding/layingof inter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern | - | sqm | 1,045.65 | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing and laying at or near ground level 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 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin- charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 1 | cum | 10,117.6 | ₹10,107.48 | BI01010001010000000000000515BI0100001121 |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. Payment shall be made as per actual site measurement. | 1 | cum | 260.3 | ₹260.04 | BI01010001010000000000000515BI0100001122 |
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