Tender For Under District Lucknow, Construction Of Road And Drain From Mukteshwar Mahadev Temple To Neeraj Bajpai House On 60 Ft. Road In R.K. Puram, Lot No 57, Lucknow-Uttar Pradesh
TDR : 55304301
Tender Notice
BOQ
20 Days Left
Lucknow
Uttar Pradesh
Tender For Under District Lucknow, Construction Of Road And Drain From Mukteshwar Mahadev Temple To Neeraj Bajpai House On 60 Ft. Road In R.K. Puram, Lot No 57
Name of Work:- Under District Lucknow, Construction of road and drain from Mukteshwar Mahadev Temple to Neeraj Bajpai house on 60 Ft. Road in R.K. Puram, Lot No 57
Sl. No.
Item Description
1
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in-charge 0.30m & above. (PWD SOR 2.6.1.)
2
Construction of subgrade with material obtained from available land(forcarted Earth work)construction of embankmet with approved material obtained from borrow pits with a lift upto 1.5m transporting to site,spreading ,grading to requied slope and compactingto meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause301.5,.As per MORD301.5(3.4) included 9 KM Cartage Earth.
3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1 cement 4: coarse sand 8 graded stone aggregate 40 mm nominal size) (PWD SOR 4.1.8)
4
Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in: cement mortar 1:4 (1 Cement: 4 coarse sand) (PWD SOR 6.1.1)
5
Providing and Laying in position Cement concrete of specified grade excluding cost of centering and shuttering - All work up to Plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) as per S.O.R. 2020 (4.1.3)
6
12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 (1 cement : 4 Fine Sand) SOR 13.7.2
7
Granular Sub-Base with close Graded Material By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Front end loader/ rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 400.1
8
Water Bound Macadam Grade-3 Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. as per clause 405
9
Providing and laying of interlocking concrete block pavement having thickness 80 mm as per drawing and technical specification clause 1504 (exclusive GSB) MORD 1500 (6.7)
10
Providing and laying in position specified grade of reinforced cement concrete work, excluding the cost of centering, shuttering, finshing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20mm nominal size) as SI No. 5.1.2
11
Supplying, fitting, and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications Clauses 1002 and 1202 Please Enable Macros to View BoQ information
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