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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC 3609 31A VISHNU GARDEN RAJENDRA PARK GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹1.4 L | L1 | Accepted-AOC AOC |
| 2 | L2₹1.4 LRejected-Finance FLAT NO 3 SECTOR 9 GALI NO 8 NEAR HOUSE NO 765 AMBEDKAR NAGAR GURUGRAM HARYANA 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹1.4 L | L2 | Rejected-Finance Due to not a lowest bidder |
Tender Value
₹1.5 L
EMD Value
₹2,950
Closing Date
21 Jan 2026, 9:00 amClosed
ANIL KUMAR
DIV 5 Gurugram
Providing and laying of 100 mm DI Water line Near Plot no 3625P to 3638P in Sector 57 Gurugram
2026_HBC_496689_1
20268E418BBC DDB7 4C7A 8C74 87F67DD2CD07256HSV
Open Tender
Civil Works
90 days
Gurugram
2 documents required · 2 mandatory
₹250
₹2,950
Yes
24 Feb 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
21 Jan 2026
13 Jan 2026
[2.B1273] B1273. C.I. sluice valve (with caps) class I: 100 mm dia
[20.63.1]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 1. 100 mm i/d
[22.151.1]Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : 1. Up to 300 mm dia
[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.
[4.7.1.1]Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: 1.1. All kinds of soil 50m lead
Analysis for making 100 mm water connection with 300 mm existing line Sr. No Description Amount in Rs. 1. Labour 5 Nos each day for 1 days 5 Nos. @ 611/- Each 3055.00 2. Generator set with diesel and operator 2500/- per Day 2500 x 1 days 2500.00 3. Slurry Bentonite Pump set @ 3500/- per day 3500 x 1 days 3500.00 4. 2 Nos. Fitter and Helper = 3500.00 3 nos. X 1 days = 3 Nos@611/- each 1833.00 5. JCB with diesel driver 750/- per Hour 750 x 8 Hours 6000.00 6. One No. Technical Supervisor 1 days = 1 Nos. @633/- each 633.00 Total = 17521.00 Add 10% contractor profit = 1752.00 G. Total = 19273.00 Say Rs. 19273/- each
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