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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
Tender Value
₹11.9 L
EMD Value
₹23,840
Closing Date
4 Mar 2024, 5:00 pmClosed
PARSHANT KUMAR
PD - I, Sonipat
Construction of Shed and Floor in parking at Bar Association in Judicial Complex atGohana in Sonipat Distt.
2024_HRY_359436_1
2024161F73FE E82B 4CF8 9D70 36469D43DF3D656BAR
Open Tender
Civil Works
Works
30 days
NAGAR
Construction of Shed and Floor in parking at Bar Association in Judicial Complex atGohana in Sonipat Distt.
2 documents required · 2 mandatory
₹1,000
₹23,840
Yes
16 May 2024
26 Feb 2024
4 Mar 2024
26 Feb 2024
4 Mar 2024
26 Feb 2024
26 Feb 2024 - 29 Feb 2024
Amount
[10.8]Providing and laying of conglomerate floor 40mm thick cement concrete topping 1:2:4
[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
[13.20]Providing and Fixing Poly Carbonate Sheet 1.25mm thickness on Gates and grills excluding the cost of MS framework but including the cost of nut bolts, Welding rods complete in all respect as per direction of Engineerin-Charge.
[13.30.1]Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 1. Hot finished welded type tubes
[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material
[17.23.3]Water Bound Macadam Grading - II 3. Water Bound Macadam - II with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
[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.
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.
[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
[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
[6.2.3]Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 3. 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns
[7.20.1]Brick work with common burnt clay modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
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