PROVISION OF DRAINAGE FROM CHEETAH BLOCK TO CIVIL LINE IN FAE AT MCEME UNDER GE MCEME SECUNDERABAD

Amount

Excavation over area not exceeding 1.50 m depth and getting out in hard/dense soil complete all as specified and as directed by Engineer-in-Charge.

Excavation in trenches not exc. 1.5 mtr wide and n.exc. 1.5 mtr in depth for foundations, manholes, laying of sewage lines etc., n.exc. 10Sqm on plan and getting out in hard/dense soil complete all as specified and as directed by Engineer-in-Charge.

Returning and filling in hard/dense soil including spreading, levelling, watering and well ramming in layers n exc 25 cm complete all as specified and as directed by Engineer-in-Charge.

Removing excavated materials exc. 250 m but n exc. 500 m and deposited where directed at level n exc 1.5 m above the starting point complete all as specified and as directed by Engineer-in-Charge.

M&L for PCC C2 type (1:3:6) using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.

M&L for stone Walling of Squared rubble uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.

Demolition of Brickwork or stone/ boulder masonry, built in cement mortar or cement lime including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engineer-in-Charge.

All as per Item No. 6 above but escept stones

M&L for Brickwork with fly ash old size bricks, straight or curved on plan exc 6 m mean radius, built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-Charge.

M&L for 20 mm thick cement plaster in CM 1:4, on stone surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete type C-2 1:3:6 , using 40mm graded stone aggregate as in surface channel and drains etc complete all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete 1:2:4, type B-1 using 20 mm graded stone aggregate as in copings, band, plinth courses, string courses, lacing courses, parapets and railing upto 60 cm in height, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed by Engineer-in-Charge.

Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement incl forms, moulds, mitred/ stoped ends complete all as specified and as directed by Engineer-in-Charge.

M&L for precast cement concrete 1:2:4, type B1 (using 20 mm graded stone aggregate), as in man hole cover slabs etc including necessary form work and set in CM 1:6, complete all as specified and as directed. Note:- Reinforcement will be measured and paid seperately complete all as specified and as directed by Engineer-in-Charge.

M&L for Mild steel TMT bars 10mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including MS wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.

S&F for 600mm dia RCC pipes class NP-3 (shall conforming to IS 458-2003) socket and spigot jointed laid and jointed in CM 1:1 complete all as per specified and directed.

S&F Mild steel Rolled sections as in main and cross beams, hip and jack rafters; purlins here connected to common rafters and running rails and guides for sliding doors;fixed with angle cleats or other connecting plates quality conforming to Fe 410W(Gde-250) complete all as specified and as directed by Engineer-in-Charge.

M&L for applying Two coats of cement base paint over a coat of primer including preparation of newly plastered surfaces complete all as specified and as directed by Engineer-in-Charge.

M&L for two coats of synthetic enamel paint over a coat of red oxed primer including preparation of new steel surface of any description over 10 cm width and girth complete all as specified and as directed by Engineer-in-Charge.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by Engineer in Charge

M&L for 100 mm thick Cement concrete type B-2, 1:2:4 (40mm graded aggregate) as in flooring complete all as specified and as directed by Engineer-in-Charge.

M&L for 50 mm sand filling under floors or in foundations including watering and consolidation spread, rolled and consolidated to gradient and camber required complete all as specified and as directed by Engineer-in-Charge.

M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade laid with grey cement and pigment complete all as specified and as directed by Engineer-in-Charge.

M&L for 10 mm thick cement plaster in CM 1:4, on stone surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge.

STANDARD AGENCIES

M/s D.Krishna Varma

P VIJAY KUMAR

K LAKSHMAN SINGH AND CO

Vara Enterprises