Re-construction of IPB Street and Drain from Jain Jewelers to H/o Rajat Malik via H/o Sanjeev Kumar in ward no. 2 and 3 in MC Barara
MC Barara District Ambala · Barara, Haryana · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹20.8L
- EMD: ₹42K
- Published: 28 Sep 2026
- Closing date: 05 Oct 2026
- Status: open
- Department: Urban Local Bodies
Description
Reconstruction of street and drainage infrastructure including granular sub-base, earthwork compaction, interlocking paver blocks, removal and relaying of existing paver blocks, construction of drains, disposal of debris, demolition of cement concrete, and laying of cement concrete as specified in the tender document.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Open Tender
- Make in India (MII): No
- MSE preference: No
Line items (10)
- Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method — Qty: 182.25 cum
- Compacting Original Ground 3. Compaction of Earthwork — Qty: 2002.5 sqm
- 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. — Qty: 1701 sqm
- Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. — Qty: 2430 sqm
- Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 — Qty: 729 sqm
- Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar. — Qty: 1100 metre
- Providing lowering cutting jointing and testing RCC pipe class NP3 as per IS-458-2003 with spigot and socketed joints manufactured with ISI marked sulphate resistance cement as per ISI 12330 with rubber rings ISI marked antitermite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and trimming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2 cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item 21.44, item 21.45, and item 21.46 including cartage loading and unloading complete in all respects. the internal diametric of the sewer being: 350 mm — Qty: 25 metre
- Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead up to 10 km for all lifts, complete as per directions of Engineer-in-charge. — Qty: 162 cum
- Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) — Qty: 162 cum
- 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) — Qty: 26.7 cum
1 tender document(s) available — sign up to download.
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