Upgradation of sector dividing road 99/102 (Asset ID 138), Gurugram

GMDA · Gurugram, Haryana · Civil Works & Infrastructure · open

Key facts

Tender value: ₹14.0Cr
EMD: ₹27.9L
Published: 16 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 28 Oct 2026 09:48 UTC
Ministry: Haryana Government
Department: Gurugram Metropolitan Development Authority
Office: Infra-I

Description

Upgradation of sector dividing road 99/102 Main Carriageway (Asset ID 138), Gurugram, including contingent works. The work includes road construction and resurfacing, drainage, street lighting, landscaping-related fixtures and associated civil and electrical works. Estimated cost is Rs. 1396.80 Lacs, GST extra; completion period is 10 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Percentage
Make in India (MII): No
MSE preference: No

Line items (55)

- Supply installation and Testing of IP - 67,LED flexi ble LED Strip light_ 36 W Havells Cat No: FLEXISTRIP 36 W or Equivalent to Philips or Wipro — Qty: 1380 Metre
SITC of highquality group control enabled integrated LED Street Light with a minimum system lumen of 19600 lm and system wattage 140W with a minimum system efficacy of 140 lumen/watt . The LED used shall have CCT of 5700K, SDCM must be less than or equal to 5 and CRI must be greater than or equal to 70. The housing should be made of LM6/ADC12 Alloy, non-corrosive Single Piece pressure diecast aluminum, to withstand extreme environments. The spigot shall be part of “Single Piece Pressure Die-cast housing” and shall not be bolted/welded/mechanically joined to the luminaire housing to ensure robust design. The luminaire shall have polycarbonate front cover/lens. The name of the brand should be embossed/engraved and should not be mentioned using sticker/screen printing. It should have corrosion resistant powder coating to pass NSS of 500 Hrs. The luminaire LED shall have declared Lifetime of 75K hours@L70. Product should be designed for continuous operation (10-12 Hrs. per day). The Ingres — Qty: 69 Each
S/E of make Hot Dip Galvanized Bracket 1500mm overhang made off 3.25 thickness sheet 50mm dia (ID) M.S pipe welded to 450mm long Octagonal canopy with an angle of inclination of 105° the vertical the top end of canopy should be closed made of M.S sheet of 16 swg. 25mm dia M.S pipe 2mm thickness sheet should be welded diagonally at top side of bracket should be as per design attached double Arm Bracket). — Qty: 12 Each
S/E of underground cable loose in existing pipe or trenches complete with n/connections. 25mmsq x 4 core (unarmored) — Qty: 1504 Metre
SITC of feeder Pillar/street Light Panel with 3phase/12KW Load/24Hr. Digital Timer/ 65TP Contactor/ 63 TPN MCB with all civil arrangement — Qty: 4 Each
Supplying and laying of 1.5 sq.mm 3-core copper cable, including proper termination, fixing, connection, testing and commissioning with all necessary accessories such as lugs, glands, ferrules and insulation as required at site. — Qty: 1504 Metre
Providing and fixing 3 Nos. recycled plastic dustbins of 100 litre capacity each, in three different colours for dry, wet and recyclable waste, mounted on M.S. RHS 50 × 25 × 3 mm frames with M.S. SHS vertical supports, including base supports and grouting in 1:2:4 cement concrete of size 180 × 40 × 30 cm, complete with all materials, fabrication, fixing and accessories. Recycled plastic shall be durable, UV-resistant and suitable for outdoor use, conforming to relevant BIS specifications. — Qty: 22 Each
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, in two Nos. covers each of size 1000x450x100 mm, placed side by side along the 450 mm side in a single M.S. frame to cover a drain of 1000 mm length x 900 mm width overall, each cover reinforced with 8 mm dia four Nos. longitudinal and 9 Nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mmx1.6 mm on each cover, and including providing one No. recessed M.S. lifting hook (loop) in each cover, anchored to the reinforcement, complete. The rates are including of drain covers, common M.S. frame, lifting hooks, steel, carriage, fixing complete in all aspect, as per satisfaction of Engineer-in-charge. — Qty: 114 Each
Re-use of 80% of the existing WMM and GSB layer obtained after excavation of the existing carriageway. — Qty: 1 Each
Providing and fixing a bench made of recycled plastic waste (recycled trash), of size 1800 mm length × 900 mm width × 450 mm seating height, with sides, seat and backrest made of recycled material, including necessary supports, fittings, spray painting/finishing with approved coating, and fixing by grouting in 1:2:4 cement concrete, complete with all materials, labour and fittings as per relevant BIS specifications. Minimum weight of each bench: — Qty: 16 Each
Supplying, fabricating, transporting and installing a free-standing, internally illuminated 3D logo sculpture of GMDA (twin hands with leaf motif and “GMDA” lettering) at the garden centre entrance, complete as per approved drawings, GMDA brand guidelines and the direction of the Engineer-in-Charge. — Qty: 1 Each
[11.69.2]Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 2. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre [Through Rate] — Qty: 1473.16 Sqm
[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] — Qty: 1473.16 Sqm
[15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical Means Depth up to 3 m [Through Rate] — Qty: 3110.85 cum
[17.10.1]Excavation for Roadway in Soil by Mechanical means and Tippers with Disposal up to 1000 metres. 1. Excavation for roadwork in soil by mechanical means including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and disposal within all lead and lift as per technical clause 301 of MORT&H specifications. [Through Rate] — Qty: 715.17 cum
[17.10.2]Excavation for Roadway in Ordinary Rock by Mechanical means and Tippers with Disposal up to 1000 metres. 2. Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. [Through Rate] — Qty: 9802.24 cum
[17.15.3]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 3. Grading III material [Through Rate] — Qty: 10431.18 cum
[17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate] — Qty: 10753.064 cum
[17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate] — Qty: 40192.95 Sqm
[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] — Qty: 40192.95 Sqm

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