Construction of 3 ft dia HPC pucca drain and PL WBM Gr II 75mm thick in Km 3rd and Km 4th on Ramkote to Muddal via Ali road Under SC ST Programme

Amount

Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms, including getting out the excavated earth and disposal of surplus excavated earth as directed, including all leads and lift. a) All Kind of soil

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:5:10 (1 cement:5 coarse sand:10 graded stone aggregate 40mm nominal size). (including all leads and lifts of carriages of material by M.T. / H.L)

Providing and laying cement concrete of specified grade indluding curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size). (including all leads and lifts of carriages of material by M.T. / H.L)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutment, pillars, posts, struts, buttresses, strings or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillet etc. upto floor V level, including curing but excluding the cost of centring ,shuttering and finishing with: a) 1:3:6 (1 cement :3 coarse sand:6 graded tone aggregate 20mm nominal size). (including all leads and lifts of carriages of material by M.T. / H.L)

Providing and laying 3' dia RCC Hume Pipes. NP-3 (including all leads and lifts of carriages of material by M.T. / H.L)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating earth deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m.

Centring and shuttering including strutting, propping etc.and removal of form work for :

a) Foundation, footings, bases of columns etc. for mass concrete

b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement :2 coarse sand:4 graded stone agg. 12.5mm nominal size and curing complete (including all leads and lifts of carriages of material by M.T. / H.L)

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller including making good the undulation etc. and disposal of surplus earth upto 50 metres (including all leads and lifts of carriages of material by M.T. / H.L)

Supplying and stacking at site graded crushed stone aggregate of size. a) 63mm to 45mm size. (including all leads and lifts of carriages of material by M.T. / H.L)

Supplying and stacking at site stone screening of size. a) 11.20mm nominal size (Type A). (including all leads and lifts of carriages of material by M.T. / H.L)

Supplying and stacking of crusher dust at site. (including all leads and lifts of carriages of material by M.T. / H.L)

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density (including all leads and lifts of carriages of material by M.T. / H.L)

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Tarnah for an average lead of 22.00 Km. by M.T. b) Stone aggregate 40mm nominal size & above from Chadwal for an average lead of 35.00 Km. by M.T. c) Stone aggregate (Crusher bajree) below 20mm nominal size from Chadwal for an average lead of 35.00 Km. by M.T. d) Crusher dust from Chadwal for an av. lead of 35.00 km. by M.T

TIKKA SHARMA

M/S DARSHAN KUMAR

Hargovind

Rajesh Kumar