Under District Lucknow, Construction of Interlocking Road from the house of Shri Gaya Prasad (via Harishchandra house) to Hardev Baba temple in Majra Ratauli of Gram Panchayat Khatola, Lot No 1

Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deletrious materials and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable matrial. As per DSR (2.8.1)

Providing and laying in position cement concrete of specified grade ecluding th cost of centring and shuttering all work upto plingth level 1:5:10 (cement, coarse sand and 40 mm stone ballast) as per DSR 4.1.10

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 DSR (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 1:1.5:3 (1 cement:1.5 coarse sand: 3 gradded stone grit 20mm nominal size DSR 4.1.2

12 mm cement plaster of mix 1:4 cement coarse sand mortor as per SOR chapter 15 plaster and pointing DSR 13.4.1

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR 2.25 (A)

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Tachnical Specification Clause 401

P/L of 80 mm thick Zigzag shaped Ruber mould mechanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan with minimum 5mm thick topping of O.P cement mixed with 25% marble powder. The compressive strength of concrete paver blocks shall not be less than 30 MPs . as per TSC 1504 ROAD WORKS S.N. 34 MORD 1500(6.7)

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 DSR 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 DAR 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 DSR 5.22.6

Please Enable Macros to View BoQ information