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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.1 LAccepted-AOC PATAUDI ROAD NEAR ROYAL PUBLIC SCHOOL 101C SARASWATI ENCLAVE GURUGRAM 122001 | GURUGRAM | HARYANA | 122001 | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.8 L+₹63,527.94 (20.4%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹4.2 L+₹1.1 L (34.1%)Rejected-AOC | 3 | Rejected-AOC L3 |
Tender Value
₹3.7 L
EMD Value
₹7,480
Closing Date
9 Jul 2024, 5:00 pmClosed
KRISHAN KUMAR
PD Charkhi Dadri
Construction of Boundary wall
2024_HRY_386047_1
20248DFA6E77 4B31 46FC AB36 4E7DD336CADE613BAR
Open Tender
Civil Works
Works
30 days
Loharu
As per CBD
2 documents required · 2 mandatory
₹500
₹7,480
Yes
20 Jul 2024
3 Jul 2024
10 Jul 2024
3 Jul 2024
9 Jul 2024
3 Jul 2024
3 Jul 2024 - 9 Jul 2024
Amount
[11.95.1]Finishing walls with Acrylic Smooth exterior paint of required shade : 1. New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil
[6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
[6.9.3]Providing and laying damp-proof course with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) 3. 25 mm thick
[7.47.2]Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 2. Cement mortar 1:6 (1 cement : 6 Coarse sand)
[7.48.1]Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : 1. Cement Mortar 1:4 ( 1 cement : 4 coarse sand)
Surender Singh Enterprises
The Baralu Co-op. L&C Society Ltd.
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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