8290-SPL REPAIR/RENOVATION OF COLLAPSED COMPOUND WALL NEAR FOOT BALL GROUND, SPL REPAIRS TO STORM WATER DRAINAGE, REPLACEMENT OF BROKEN RCC SLABS FOR STORM WATER DRAINAGE AND SPL REPAIRS TO SEWAGE DISPOSAL SYSTEM AT KV DGQA CHENNAI UNDER GE STM

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches not exceeding 1.5m in width and incl dressing of sides and ramming of bottoms, lift upto 1.5m incl getting out the excavated soil and disposed of surplus excavated soil as directed within a lead of 50m

Returning filling in soil including spreading levelling watering well ramming in layers not exceeding 25 cm each all as directed.

Removing surplus excavated soil to a distance n.exc 50 mtr and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and as directed

M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation filling mass concrete

M&L for RCC design mix grade M-30 using 20mm graded stone aggregate as in foundation footings incl plinth beams

M&L for RCC design mix grade M-30 using 20mm graded stone aggregate as in Pillars, Columns etc

M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping incl necessary use and waste of form work

M&L for RCC coping with 1:2:4 Type B1 using 20mm graded stone aggregate

M&L for PCC 1:3:6 Type C2 using 40 mm graded stone aggregate as in foundation, filling mass concrete, lean concrete in drains etc

M&L for RCC 1:2:4 Type B1 Using 20 MM graded stone aggregate as in as in slab supported on walls.

M&L for providing precast cement concrete 1:2:4 Type B1 using 20 mm graded stone aggregate as in cover slabs set in cement mortar 1:6.

M&L for brick work with fly ash bricks old size straight or curved on plan exc 6m mean radius, built in cement mortar 1:4

M&L for 15mm thick rendering in cement mortar 1:4 on brick wall built in cm incl finished even and fair without using extra cement

M&L for mild steel TMT bars 10mm dia and over cut to length bent to shape required, incl cranking bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips

All as per item No.14 herein above but 5mm dia and over and incl 10mm dia in stirrups, spacer and binder

S&F framed work such as grills, with ends of bars shouldered and forged into spikes, framed guard bars confirming to Fe-290, Gde E-165

Use and waste formwork to sides of concrete foundations, footings base of columns etc rough finished surface

Use and waste formwork to sides of concrete pillar posts columns, etc. Rough finished surface and square/rectangular size.

Formwork to soffits of suspended slabs such as landing and similar work, not exceeding 200 mm thick of rough finished surfaces of concrete flat.

Formwork to edges of concrete slabs of RCC exc 5 cm but not exceeding 10 cm rough finished surface of concrete

Preparation of new plastered surface of wall and applying two coats of cement base paint over a coat of alkali resistant primer

Preparation of new steel surfaces over 10cm width or girth and applying two coats of paint synthetic enamel over a coat of red oxide zinc chrome primer

M&L for concrete bed to drains pipes incl packing under haunching against the sides of pipes after they are laid and tested in PCC 1:4:8 type D-2 using 40 mm graded stone aggregate for 150mm bore of pipe

S&F 150mm bore reinforced concrete pipes, class NP-3, laid and jointed complete with collars

Demolition of brick work, built in cement mortar incl all quoins, arches, pillars, etc but excluding ashlar facings, dressed stone work and precast concrete articles

Demolition of cement concrete (unreinforced) any description and in any position not otherwise specifically provided for

Demolition of cement concrete ( reinforced ) any description and in any position not otherwise specifically provided for (reinforcement of cut as required to facilitate demolition).

RMK INDUSTRIES