Provn of balance retaining wall and stone pitching for setting up of multimedia room, Faculty and Lecture hall as part of Infrastructure Augmentation at INA Ezhimala (Phase-II)

Amount

M & L for Excavating over areas, n exc 1.5 m deep and getting out in soft disintegrated rock.

M & L for Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or n exc 10 sqm on plan and not exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm each complete all as specified.

Removing excavated material to a distance n.exc. 50m and depositing where directed at a level n.exc 1.50 above the starting point in soft disintegrated rock complete all as specified and as directed by Engr-in-Charge.

Removing excavated material to a distance n.exc. 50m and depositing where directed at a level n.exc 1.50 above the starting point in any type of soil complete all as specified and as directed by Engr-in-Charge.

M&L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc, all as specified and as directed by Engineer- in- Charge.

M&L for Walling of random rubble, uncoursed, well bonded, in retaining walls, abutments and similar work , uncoursed, well bonded,bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed by Engineer- in- Charge.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression not exc. 40mm on face from a straight edge complete all as specified and as directed by Engineer- in- Charge.

M&L for Keyed pointing in CM 1:4 to random or polygonal rubble, uncoursed or brought upto course complete all as specified and as directed by Engineer- in- Charge.

M&L for PCC (1:2:4) type B1 using 20mm graded stone aggregate in coping ,benching including weathering, slightly rounded or chamfered angles and throating including use and waste of form work all as specified and as directed at site.

M&L for 50mm dia Low density poly ethylene pipes (LDPE) of pressure rating 6 kg/ cm2 for weep holes complete all as specified and as directed by Engineer- in- Charge.

M&L for Precast cement concrete (1:3:6) type C1 using 20mm graded stone aggregate solid block masonry built in cement mortar 1:6 complete all as specified and as directed by Engineer- in- Charge.

M&L for Rendering 10mm thick on fair faces of concrete surfaces finished fair and even in CM 1:6 complete all as specified and as directed by Engineer- in- Charge.

M&L for Preparation brick or concrete surfaces and applying two coats of cement base paint over a coat of alkali resistant primer all as per manufacturer's instruction complete all as specified and as directed by Engineer- in- Charge.

M & L for broken boulder filling dry, handpacked tightly, as in for filter media, at the back of retaining face of retaining wall complete all as specified and as directed by Engineer- in -Charge.

M & L for boulder pitching, grouted with cement and sand mortar 1:6, hand packed tightly complete all as specified and as directed by Engineer- in- Charge.

A2Z ENGINEERS AND PILE FOUNDATIONS

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