Mathura Vrindavan Development Authority Tender

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Suspended floors, roofs, landings, balconies and access platform

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-Charge. All Kinds of Soil

1:4:8 (1 Cemant : 4 coarse sand (zona-III) derived from natural sources : 8 graded stone aggregate 40 mm nomlnal size derived from nalural sources)

Brick work with common burnt cley F.P.S. (non modular) bricks of ctass designation 7.5 in foundaton and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-Charge. All Kinds of Soil

Providing, laying spreading & compacting granular sub base (GSB) by Providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on Prepared surface, mixing by mix I n Placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratoty Rollar to achieve the desired density, complete as per MOR &H clause 401& as directed by Engineer Incharge including all Machine charges & including all labour , T&P etc req for proper completion of work.

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Cement concrete prepared with batch mixing machine

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

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

Supply & Laying of I Shaped (Zigzag) precast Interlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30 Mpa and weight 4.50kg) Including 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with lacal sand all complete work. 80 mm (Rubber molded Coloured)