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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC NEAR CIV L HOSPITAL VILLAGE DHANANA TEHSIL AND DISTRICT BHIWANI 127031 | DHANANA | BHIWANI | HARYANA | 127031 | ₹1.5 Cr | 1 | Accepted-AOC ACCEPT |
| 2 | 2₹1.5 Cr+₹1.4 L (0.95%)Rejected-AOC JIND JIND HARYANA | JIND | HARYANA | 126101 | ₹1.5 Cr+₹1.4 L (0.95%) | 2 | Rejected-AOC REJECT |
| 3 | Not Admitted-Fee/PreQual/Technical 1077 SECTOR 16 AND 17 125001 | HISAR | HISAR | HARYANA | 125001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹2.7 L
Closing Date
30 Jun 2021, 5:00 pmClosed
Executive Engineer
Sampla W/S Division, Rohtak
Constructing Temporary Pump House at RD 3200 of Dighal Link Drain and Laying RCC NP-3 Pipes from RD 3200 to 0 for dewatering of flood water from low lying area of fields of village Dighal and Gangtan.
2021_HRY_176996_1
4790-15/12-A
Open Tender
Civil Works
Item-rate/Agreement basic
270 days
Rohtak
Please refer Tender documents.
3 documents required · 3 mandatory
₹15,000
₹2.7 L
Yes
22 Sept 2021
22 Jun 2021
1 Jul 2021
22 Jun 2021
30 Jun 2021
22 Jun 2021
Amount
Earthwork excavation in foundation with an avg. lead upto 45.00 mtr. (HSR Item No. 4.12) included refilling after completion.
Dressing and preparation of sub grade (HSR Item No. 13.1)
Laying Cement Concrete 1:3:6 with stone aggregate 20mm nominal size in foundation and plinth. (HSR Item No. 6.1.5)
Laying Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. (HSR Item No.6.1.2)
First class brick laid in cement sand mortar 1:3 in foundation and plinth. (HSR Item No. 7.21.1)
First class brickwork laid in cement sand mortar 1:3 in first storey upto 4 meters above plinth level (HSR Item No. 7.22.1 + 746/-)
12 mm thick cement plaster 1:4 (HSR Item No. 11.5.3)
Providing, lowering, laying, cutting jointing and testing RCC CLASS NP3 (1200 mm dia) as per IS 458-2003 with SPIGOT AND SOCKETTED joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings (HSR Item No. 21.95.10)
Providing, lowering, laying, cutting jointing and testing RCC CLASS NP3 (1600 mm dia) as per IS 458-2003 with SPIGOT AND SOCKETTED joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings (HSR Item No. 21.95.12)
Shuttering for faces of concrete foundations and foundation beams (vertical or battering) (HSR Item No. 6.29.1)
Structural steel work in angles, tees and flats rivetted including cutting fixing all gusset lates, bolts, nuts, rivets, etc. with hoisting and recting in position for roof trusses, well kerbs, plates and trussed girders, etc., of any span for buildings and bridges: - (HSR Item No. 18.3)
Making Designing Canal Gate by Fabricating, Transportation, Errection and Commissioning also testing at site including cost of all Material and labour as per Basic Parameters Specification and Drawing Canal Gate with two types of Handle and Providing Locking Arrangement of above out of following Material Dully Painted. M.S. Plate of size 12 mm M.S. Channel of size 100 x 50 mm M.S. Channel of size 75 x 40 mm M.S. Channel of size 150 x 75 mm Spindle with 2 No. Choknet of Eng. R.S. Joist of size 200 x 90 mm M.S. Angle of size 40 x 40 x 6 mm M.S. Sheet of size 12 gauge CRCA
jaipal singh s/o sardara singh
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