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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.0 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹69.8 L+₹6.8 L (10.8%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹77.4 L+₹14.4 L (22.9%)Rejected-AOC DLG 13 14 PUSHPA COMPLEX HISAR HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | L3 | Rejected-AOC Rejected |
Tender Value
₹54.4 L
EMD Value
₹1.1 L
Closing Date
13 May 2022, 1:00 pmClosed
Executive Engineer
MICAD Division Rohtak
Remodling of water course outlet RD 15820 L Pipeline of water course of Baniyani Minor
2022_HRY_220047_2
829-36/8-A
Open Tender
Civil Works
Item-rate/Agreement basic
90 days
Rohtak
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
₹1.1 L
Yes
29 Jun 2022
6 May 2022
13 May 2022
6 May 2022
13 May 2022
6 May 2022
Amount
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 1.5m, as directed by Engineer-in-charge. All kind of soil
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: 1:3:6
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4
Providing lowering cutting jointing and testing RCC pipe class NP-2 as per IS-458-1988 with spigot and socketed joints manufacturd with ISI marked including cartage loading and unloading complete in all respects, having 450 mm dia. as per HSR Item no 20.62.6
Providing lowering cutting jointing and testing RCC pipe class NP-3 as per IS-458-2003 with spigot and socketed joints manufacturd with ISI marked including cartage loading and unloading complete in all respects, the internal diametric of sewer being 450 mm dia. as per HSR Item no 21.95.3
Centering and shuttering including strutting, propping etc. and removal of form for Fundations, Footings, Bases HSR 6.29.1
10 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) HSR item no 11.5.3 (94*10/12)
Supply, Carriage of R.C.C Pannel of requisite size as per approved design drawing P.W.D specification (30'' x 30') thickness in 0.25' of C.C 1:3:6 with requested reinforcements as per the dischrarge of UGPL as per approved design and P.W.D specification completed in all respect to the satisfaction to the Engineer in charge
Supply, Carriage of R.C.C Lids 27" as per dia change pf UGPL/open W/CS & P.W.D specification completed in all respect
Fixing of RCC Panels 30"x30"
Satish Contractor
The Tibba Dana Sher Co Op L and C Society Limited
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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