Under District Lucknow, Construction of Road and associated drains from house No 581B/K00 No 537 NH 27 of Shri Ram Krishna Praveen Kumar in Raja Bijli Pasi Second Ward to house No 581/969 of Shri Second Mishra in Raja Bijli Pasi Second Ward, Lot No 2

Work

Earth work in surface excavation not exceeding 30 Cm. in depth but exceeding 1.50 m in width as well as 10 sqm 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 2.1.1 all kind soil 0.30 m & Above SOR 2021-22 Earth work 2.6.1

Providing and laying in position cement concrete of specified grade ecluding th cost of centring and shuttering all work upto plingth level 1:3:6 (1 cement, 3 coarse sand and 6 stone ballast 40 mm as per SOR( 2021-22) 4.1.8

Class-150 brick work in 1:4 cement and Coarse sand of fineness modulus mortar in foundation and plinth including supply of all material, labour T&P etc required proper completion of work. but in super-structure, including necessary cutting and moulding of brick work as required and including honey comb brick work, thickness of wall of one brick thick As per SOR 2021-22 (6.1.1)

Providing and laying in position cement concrete of specified grade ecluding th cost of centring and shuttering all work upto plingth level 1:2:4 (1 cement, 2 coarse sand and 4 stone grit 20 mm as per SOR( 2021-22) 4.1.3

15 mm cement plaster on rough side of single or half brick wall of mix 1:4 cement coarse sand mortor as per SOR chapter 15 plaster and pointing 13.5.1

P/L in position specified grade of R.C.C. excluding the cost of centring and shuttering finishing and reinforcement all works upto plingth level 1:1.5:3 cement coarse sand and 20 mm stone aggregate Concrete and R.C.C. works Chapter 8 S.N0 16 SOR 5.1.2

Centring and shuttering including strutting, propping etc and removal of form for foundations footings bases of columns etc for mass concrete R.C.C. works Chapter 8 S.N0 20 SOR 5.9.1

Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. As per SOR 5.22.6

Construction of embankment with approved material obtained from borrw pit with lift 1.50 m transporting to site , spreading grading to required slope and compaction to meet requirement of Table 300. 1 and 300. 2 with a lead of 1000 m. as per Technical Specification clause 301.5 MORD 301.5 (3.4)/SN-15 ROADWORK including k.m. extra cartage.