Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 CrAccepted-AOC 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | ₹4.4 Cr | L1 | Accepted-AOC Agreement done by by the bidder |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
26 Feb 2020, 12:00 pmClosed
Executive Engineer Water Services Division Ambala
Executive Engineer Water Services Division Ambala
Restoration of Design section/Pitching in village abadi area and remodelling of 8 No. bridges on Ganda Nallah.
2020_HRY_119445_1
899/3A dated 19-02-2019
Open Tender
Civil Works
Item-rate/Agreement basic
120 days
Ambala
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Yes
Executive Engineer Water Services Division Ambala
₹8.2 L
Yes
Executive Engineer Water Services Division Ambala
1 May 2020
20 Feb 2020
26 Feb 2020
20 Feb 2020
26 Feb 2020
20 Feb 2020
24 Feb 2020
Amount
Earth work in excavation duly dressed with all leads and lifts including breaking of clods
Earth work in excavation in ordinary soil exclusive of compensation of soil.
Rehandling of earth as per HSR chapter6 Note-II
Supply of carriage of stone boulder of requisite site as per PWD specification at site of work including loading, unloading
Design mix cement concrete M-15 with stone aggregate in foundation with minimum cement contents 240 kg/cum HSR item No. 10.64 . Ammended
First class brick work laid in cement sand mortar 1:3 in foundation and plinth . HSR item No.11.5
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement concrete content as per approved design mix including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement , including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge in foundation and plinth (Note cement content considered in this item is minimum @ 330 kg/cum) HSR item No. 10.667 A&C slip No. 30 dated 25/10/2019
Fe 500 EQR TMT steel bars for RCC works, where not including in the complete rate of RCC including bending binding and place in position complete.HSR itemNo. 18.22. A&C slip No. 39 dated 25/10/2019
Shuttering for faces of concrete foundation and foundation beams (Vertical and battering )HSR item No. 9.13
Centering and shuttering for faces of walls and retaining walls and the like (Vertical and battering ) including attached pilasters, butteresses etc when curved(HSR 9.5)
Centering and shuttering for slab culvert exceeding 3.0 m but upto 6.0 m span(HSR item No. 9.18(b)
Providing and fixing 100 mm dia PVC pipes as weep holes in RCC abutment , wing walls extending through full width of strtucture with slop of IV 20 H complete (as per MORTH specification) HSR 13.89(a)
Supply and fixing drainage spouts and gratings ingalvanized mild steel, lower outlet assembly in stainless steel for the deck drainage complete as per the drawings and as per directions of Engineer-in-charge (N.S)
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm covered with sealant complete as per drawing and technical specification HSR item No. 24.35 (b)
Providing,lowering , laying, cutting, jointing and testing RCC pipes Np3 as per IS 458-2003 which spigot & socketed joints manufactured with ISI marked sulphate resistance Cement as per IS 12330 with rubber rings ISI marked and laying out the same to correct aligbnment, gradients and levels including dressing and trrmming and cutting of concrete beds and sides of trenches and jointing with 1:11/2 cement sand mortar and with end dowels filled with 1:11/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces or spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR ;item No. 29.38 , 29.44, 29.45 & 29.46 including carriage loading and unloading complete in all respects. The internal diameter of the sewer being (900 mm) HSR 29.96)(vIII)
Supply of carriage of stone spawl of requisite size as per PWD specification at site of work including loading, unloading)
Credit for RCC Pipe 900 mm dia NP3
Credit of dismentling brick work material
Dismantling cement concrete plain 1:3:6 (HSR 8.6)
Dismantling concrete reinforced cement concrete with cleaning and strengthening and cutting of bars if required HSR 8.6(e)
Dismantling brick work Tile masonary or tile lining and Tile terracing in cement . HSR 8.5b
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .