PROVN OF CULVERT WITH DRAIN AT NALLAH NEAR MAINT ENTRY GATE AT NAGTALAO UNDER GE BANAR

Amount

Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified.

Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil, complete all as specified.

M&L for plain cement concrete (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete including formwork if any all as specified & directed by Engineer-in-charge.

M&L for squarred rubble walling Jodhpur type regular coursed well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified.

Extra over squared rubble stone walling Jodhpur type regular course for hammer dressing to face of stone with max depression on face from a straight edge not exc 20mm and dressing face beds and joints as specified , brought upto courses complete all as specified.

M & L for flush pointing in cement mortar 1:4 to squard rubble walling Jodhpur type regular course complete all as specified and directed.

M&L for laying 600 mm bore reinforced concrete pipe, Hume pipe (NP-2) laid and jointed complete with collars as specified and directed by Eng-in-Charge.

Returning, filling in, incl, spreading levelling, watering & well ramming in layers n exc 25cm in hard/dense soil complete all as specified.

Removing excavated material n exc 50m & depositing where directed at a level n exc 1.5m above the starting point complete all as specified.

Scrapping bituminous road upto 100 mm thick and removing waste meterial out of defence land complete all as specified and directed by Engineer-In-Charge.

M&L for 100 mm thick Cement concrete type D- 2, 1:4:8 (40mm graded aggregate) complete all as specified and directed.

M&L for ready mix cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, including polythene film, transportation, placing, compaction, trowlling & etc., complete all as specified and directed by Engineer-in-charge.Note:- The rates include for (i) Use and waste of side form for laying pavement concrete / hard-standing in bays between joints & Contraction expansion joint/or between the two contraction joints for thickness of pavement upto and including 25 cm complete all as specified.

Forming Construction grade 'A' joint 30mm deep x 10mm wide filled with sealing compound complete all as specified.

M&L Forming Contraction (Dummy) Grade 'A' joints 65mm deep x 10mm wide, filled with sealing compound complete all as specified.

M&L for 15mm thick rendering in CM 1:6 on stone masonry with and including water proofing compound @ 3% by weight of cement finished even and smooth without using extra cement all as specified.

M/L two coat of cement based paint on newly plastered/ unplastered surfaces over one coat of white wash on wall & including preparation complete all as specified.

M & L for Providing, precast cement concrete Type C1 1:3:6 using (20mm graded aggregate) as in coping including chamfersm, weatherings, throating etc set in 1:6 CM complete all as specified and directed.

M & L for Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end complete all as specified and directed.

M&l for 25 mm thick Cement concrete type B-1, 1:2:4 (20mm graded aggregate) complete all as specified.

vinayandsons

D DEV COMPANY