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| # | Company | Amount |
|---|---|---|
| 1 | ₹1.3 Cr PLOT NO 139 SECTOR 4 IMT MANESAR GURUGRAM HARYANA 122050 |
Tender Value
₹2.6 Cr
EMD Value
₹2.6 L
Closing Date
6 Aug 2026, 11:00 amClosed
Supply and installation of UPVC sliding window along with glazing work in corridor of towers at Amrapali Golf Homes and Kingswood Societies located at Plot No. 2 Sector-4, Greater Noida (West) U.P. 201301.
NBCC/SBGAMRAPALI-II/NIT/UPVC/2026/28
NBCC/SBGAMRAPALI-II/NIT/UPVC/2026/28
Open Tender-Domestic
Civil Works - Buildings
Gautam Buddha Nagar, Uttar Pradesh
₹11,800
₹2.6 L
24 Sept 2026
29 Jul 2026
6 Aug 2026
6 Aug 2026
Grand Total(DSR + NON-DSR) 2,55,11,797.00
ABSTRACT OF COST
S. DSR 23 C.I @ 3% DSR-Amount
Ref. No Description Unit Quantity MR-Amount (Rs.)
No. Rate Correction (Rs.)
1.0 UPVC Sliding window
Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead
free uPVC multi-chambered frame, sash and mullion/coupler (where ever 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 to EN: 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 (where ever
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
9.147 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 :
(i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3
(ii) Sites with structure height more than 20m for all wind speeds
Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy
9.147.B1 (zamak) powder coated handle on every panel along with multi-point locking system, adjustable
nylon rollers with SS 304 body.
Using R3 series with frame (55mm & above) x (40mm & above) & sash (30mm & above) x
(74mm & above). (Height upto 2.5 metre)
2.0 Glazing work
Providing and fixing clear toughened safety glass of minimum 6 mm thickness (or as per
approved structural design and wind pressure requirements), conforming to IS 2553 (Part 1),
MR1 manufactured from float glass conforming to IS 14900 and selected as per IS 16231, complete Sqm 2221.68 1315.06 29,21,642.50
with glazing beads, EPDM gaskets, sealant and all accessories for fixing in uPVC windows,
complete as directed by the Engineer-in-Charge.
Digitally signed by MAYANK
SUBJECT: Supply and installation of UPVC sliding window along with glazing work in corridor of towers at Amrapali Golf Homes and Kingswood Societies
located at Plot No. 2 Sector-4, Greater Noida (West) U.P. 201301
ABSTRACT OF COST
DSR 23 C.I @ 3% MR-Amount
S. No. Ref. No Description Unit Quantity DSR-Amount (Rs.)
Rate Correction (Rs.)
1.0 Lift shaft opening packing work
Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300
mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3)
in super structure above plinth level up to floor V level with RCC band at sill level and lintel
6.47 level with approved block laying polymer modified adhesive mortar all complete as per direction Cum 2.00 8333.65 8351.90 16,703.80
of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for
Extra for brick work / AAC block masonry / Tile brick masonry in
6.5 superstructure above floor V level, for each four floors or part thereof by Cum 8.00 169.45 169.82 1,358.57
mechanical means
18 mm cement plaster in two coats under layer of 12mm thick cement plaster 1:5 (1 cement:5
13.11 Coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement:6 fine sand) Sqm 14.50 518.55 519.69 7,535.44
Finishing wall with textured exterior paint of required shade:
New Work (Two or more coats applied @ 3.28 Litre/10 sqm) over and including priming coat of
exterior primer applied @ 2.20 Kg/10 Sqm
Digitally signed by MAYANK
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NIT for UPVC.pdf
Tender Document
GCC Contracting for Construction works 2026.pdf
Tender Document
SCC.pdf
Tender Document
BOQ.pdf
Tender Document
Technical specification.pdf
Tender Document
Tender Drawings.pdf
Tender Document
All Technical Circular.pdf
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LIST OF MAKE.pdf
Tender Document
corrigendum-5468-Corregendum 03 UPVC.pdf
pdf • 0.61 MB
corrigendum-5354-Corregendum 02 UPVC.pdf
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corrigendum-5333-Corrigendum 01.pdf
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