Tender For Construction Of Ipb Road And Drain Both Side From Dheer Wala Chock To Babwa Thok Wali Choupal And Other Side Gali In Ward No 07 Mc Hodal, Faridabad-Haryana
TDR : 54765783
Tender Notice
BOQ
6 Days Left
Faridabad
Haryana
Tender For Construction Of Ipb Road And Drain Both Side From Dheer Wala Chock To Babwa Thok Wali Choupal And Other Side Gali In Ward No 07 Mc Hodal
Name of Work:- Construction of IPB Road and Drain both side From Dheer wala chock to babwa Thok wali choupal and other side gali in ward no 07 MC Hodal
Sl. No.
Item Description
1
[10.100.1]Cement Concrete 1:8:16 Flooring 1. Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth. [Through Rate]
2
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
3
[17.15.2]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 2. Grading II material [Through Rate]
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[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
5
[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. [Through Rate]
6
[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]
7
[6.8.2]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 2. 40mm thick [Through Rate]
8
[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) [Through Rate] Please Enable Macros to View BoQ information
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