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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder (negotiated rate) | |
| 2 | L2₹1.5 L+₹15,264.13 (11.1%)Rejected-Finance FLAT NO 3 SECTOR 9 GALI NO 8 NEAR HOUSE NO 765 AMBEDKAR NAGAR GURUGRAM HARYANA 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | L2 | Rejected-Finance Not the lowest bidder | |
| 3 | L3₹1.5 L+₹16,853.55 (12.3%)Rejected-Finance 3609 31A VISHNU GARDEN RAJENDRA PARK GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | L3 | Rejected-Finance Not the lowest bidder |
Tender Value
₹1.6 L
EMD Value
₹3,179
Closing Date
29 Jan 2026, 5:00 pmClosed
VIMAL DEEP
DIV 1 Gurugram
A/Mtc of Various Pockets under HSVP Division No-I Gurugram. Providing and fixing of RCC Pillar 1.80 Mtr. height of size 51/2 X 5 1/2 at bottom and 4 1/2 X 4 1/2 at Top and GI barbed wire fencing in recently vacated land in Gurugram and all other work
2026_HBC_498757_1
2026EFA9FF8F F488 4BD1 9455 7A2B0FC494D6252HSV
Open Tender
Civil Works
Works
30 days
Gurugram
2 documents required · 2 mandatory
₹250
₹3,179
Yes
17 Feb 2026
22 Jan 2026
30 Jan 2026
22 Jan 2026
29 Jan 2026
22 Jan 2026
[34.12.1]Advance Direction sign board 900x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012
[4.14.1]Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
[6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
[NS]Analysis of rates for providing and fixing of G.I. Barbed wire fencing of 12 gauge 4 No. Horizontal and 2 No. Cross lines complete in all respect.
[NS]Analysis of rates for Supplying of RCC Pole with 1.80 Mtr. of size 5 ½”x 5 ½” at Bottom and 4 ½” x 4 ½” at top complete in all respect.
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