Under District Lucknow, Construction work of drain from the house of Ms. Subhra Das to the boundary wall of A.K.T.U. from Plot No. 362 to Plot No. 1 in Pink City Mirzapur in Janakiparam Extension, Lot No 4

Work

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.)

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.

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)

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)

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)

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

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 401.(4.01)

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. Clause- 404

Water Bound Macadam Grade-3Providing , 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 401.(4.11A)