D/o Sector 145 to 148 (Cover of Drain with precast Drain Hollow cover along with Microsoft office and MAQ Square IT office in Sec-145) Noida

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides an dramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. The Contractor has defect different utilities like Sever line, water supply line, electric cable , Telephone Cable , Gas Pipe line Etc. using Utility Detecting Machine Before Start of Excavation and Shall atart Excavated only After Getting Permission on E/I.

Providing and Laying of Plain Cement Concrete in open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant transit mixer & manual placing[9.14A-ii]

Plain / Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. C-RCC Grade M30 using batching plant transit mixer & Concrete pump [9.15C]

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

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster :1:4 (1 cement : 4 coarse sand)

Neat cement punning

Providing and laying in position cement concrete of specified grade excluding the 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)

Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness nodular width 1200 mm in Controlled FactoryEnvionment with approved methodology confirming to IS10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should bel done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels off tandard make & layed on bed with the help of extruder/Slipfonner, finishing, curing and also provision off steam curing. Cutting, making necessarycutout/holes of required sizes for services in stab element afterachieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-change. (Cost of strands should be paid separately) Note: Exces/less cement over the specified cement content used as per design mix is payable/recoverablo separatcly) icluding steel & Transport charge. 150 mm thick hollow core stabProviding and laying in position cument

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade One or more coats on old work: