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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC | L1 | Accepted-AOC Lowest amount | |
| 2 | L2₹6.6 L+₹8,778.12 (1.35%)Rejected-AOC | L2 | Rejected-AOC High amount | |
| 3 | L3₹6.7 L+₹21,761.96 (3.36%)Rejected-AOC ASADUNA TODRAN TEHSIL BAHADURGARH DISTRICT JHAJJAR 124505 HARYANA | BAHADURGARH | JHAJJAR | HARYANA | 124505 | L3 | Rejected-AOC High amount | |
| 4 | L4₹6.7 L+₹21,946.45 (3.38%)Rejected-AOC NEAR GOVT GIRLS SCHOOL VILLAGE DINOD TEHSIL AND DISTRICT BHIWANI 127111 | BHIWANI | BHIWANI | HARYANA | 127111 | L4 | Rejected-AOC High amount | |
| 5 | L5₹7.2 L+₹66,613.58 (10.3%)Rejected-AOC | L5 | Rejected-AOC High amount |
Tender Value
Refer Docs
EMD Value
₹12,900
Closing Date
22 Feb 2021, 3:00 pmClosed
XEN Bhiwani Water Services Divisiion Bhiwani
XEN Bhiwani Water Services Divisiion Bhiwani Canal colony bhiwani
Constructing gauge reader hut at RD 100 Jatai Drain
2021_HRY_159959_2
224-42/9A
Open Tender
Civil Works
Works
90 days
XEN Bhiwani Water Services Divisiion Bhiwani
please refer tender documents
2 documents required · 2 mandatory
₹1,000
Yes
₹12,900
Yes
10 Aug 2021
15 Feb 2021
23 Feb 2021
15 Feb 2021
22 Feb 2021
15 Feb 2021
Amount
E/W execavation in foundation & tranches (HSR 6.6)
CC 1:3:6 in foundation and trenches (HSR 10.4)
1st class brck work in CM 1:3:1 foundation and trenches (HSR 11.5)
Bending & binding of steel reinforcement (HSR 18.22)
C & shuttering for side & soffits (HSR 9.7)
C & Shuttering for horizontal slab (HSR 9.1)
Laying RCC m25 in foundation & plinth (HSR 10.66
providing and fixing M/S angle t-irons farms doors and window (HSR 18.35)
steel shutter door and window (HSR 18.17)
12mm thick cement plaster 1:4 cement sand mortar (HSR 15.5)
finish wall with esxerior decorative based paint such snowcemen
white washing 3 cost inner side inner side
Brick on edge floring in 1:4 on 75 mm thick C.Concrete 1:4:8 with 100 mm sand filling
paint two cost excluding primary cost with ready mixed paint for wetollic surace in all shades on new steal
Providing rain water pipe
Top Khurra 0.6m X 0.6 m for rain water ipe in 25 mm thick cc 1:2:4 over 50 mm thick cc 1:8:16
Bottom Khurra on ground 1.20M X 0.6m consisiting of brick on edge laid in cm 1:3 over 75 mm thick 1:8::16 including 12mm thick CP 1:3
ANOOP YADAV
JITENDER CONTRACTOR
AVTAR SINGH CONTRACTOR
SHRI KUMAR CONTRACTOR
stage.html
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tech_eval.pdf
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fin_eval.pdf
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