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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.2 LAccepted-AOC HSVP OFFICE COMPLEX SECTOR 13 HISAR | HISAR | HISAR | HARYANA | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹34.0 L+₹2.8 L (8.98%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹40.2 L+₹9.0 L (28.9%)Rejected-Finance NEAR WARD NO 15 CHHABRA COLONY NEAR NEW BYE PASS ASANDH 132039 HARYANA | KARNAL | HARYANA | 132039 | L3 | Rejected-Finance L3 |
Tender Value
₹33.2 L
EMD Value
₹66,474
Closing Date
22 Feb 2022, 5:00 pmClosed
Executive Engineer,Const.Divn.No.28, Jind
Executive Engineer,Const.Divn.No.28, Jind
Estimate for laying pipe line for dewatering of flood water of village Kharakramji outfalling RD 102900/L Jind Disty. No. 3
2022_HRY_208322_1
4
Open Tender
Civil Works
Works
180 days
Jind
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
Yes
₹66,474
Yes
10 May 2022
15 Feb 2022
23 Feb 2022
15 Feb 2022
22 Feb 2022
15 Feb 2022
Amount
Dressing and preparation of sub grade in horizontal surface by machanical or manual means as per HSR item no. 14.1
Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth. HSR Item 6.1.4
Brick masonary work in cement mortor 1:3 in foundation complete as per HSR derived rate
Providing laying in position specified grade of RCC 1:1.5:3 complete nomanclature HSR item No.6.14
10 mm thick cement plaster 1:3 As per HSR Item No 11.4.2
Supply of cold twisted deformed (ribbed/tor steel) bars for RCC works where not included in the complete rate of RCC i/c bending, binding and placing in position complete (HSR item No. 6.33.3)
Providing lowering cutting jointing and testing RCC pipe class NP2 800 mm internal dia as per IS-5382 with spigot & socketed joints manufactured with ISI marked resistance cement as per ISI 12330 with rubber rings & complete with all respct. As per HSR item no. 20.62.10
Excavating tranhes required width for pipes complete nomanclature HSR item No.(4.16)4.16.1+14.17, 4.18
Earth work in excavation by mechanical means (hydraulic excavator) / manual over areas (exceeeding 30 cm in depth. 1,.5 mtr. in width as weel as 10 sqm in plan) including getting out and disposal of excavated earth lead of 50 mtr. And lift upto 1.5 mtr. As per HSR item no. 4.12
Filling available excavated earth in trenches,plinnth,side of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering,lead up to 50 m and lift up to 1.5 mtr. HSR item No.4.32
Cenetering and Shutrring including strengthning propping etc. for forms complete nomanclature as HSR item No.6.30.3
Supply and fitting of PVC pipe 6 HSR Item no. code B0242
Provision for overhead and unforeseen expenses such as refitting of outlet,repair of damage caused to canal during construction of sump well ,survey work, land marking,provision of pump housing and foundation,steel structure for lifting etc. hot crane,sunction hose,pipe etc.
THE NATRAJ COOP L AND C SCOIETY LTD
SAWARIA ENGINEERING INDIA PVT LTD
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