CWEK-67/2022-23

Amount

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

Excavation in trenches in not exceeding 1.5M wide and not exceeding 1.5M in depth and getting out in hard/dense soil complete all as specified.

Returning, filling in including spreading levelling, watering and well ramming in layers not exceeding 25 cm thick each layer in any type of soil complete all as specified.

Removal of excavated materials any type of soil not exc 50m and depositing where directed at a level n.exc 1.5m above the starting point all as specified

Removal of excavated materials any type of soil not exc 100m and depositing where directed at a level n.exc 1.5m above the starting point all as specified

M & L for walling of random rubble, brought upto course well bonded, bedded and solidly hearted, built in cement mortar 1:4 complete all as specified and as directed.

M & L for 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 (Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40mm) granite or trap stone complete all as specified and directed.

Plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.

Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete, complete all as specified and directed.

Plain cement concrete (1:2:4) type B-1 using (20mm graded crushed stone aggregate) as in copings, plinth band, lintel band, bed blocks and like slightly rounded or chamfered angles as directed including necessary form work, complete all as specified and directed.

M & L for providing Cast-in-Situ cement concrete in roof kerb or Mud stops,rounded or chamfered on edge type B-1 (1:2:4) using 20 mm graded aggregate complete all as specified and directed.

M & L for raised pointing to random rubble masonry uncoursed or brought upto coursed, in cement mortar 1:4 complete all as specified and as directed.

M & L for rolling and consolidating formation surfaces in cutting, with power roller 8 tonne to 12 tonne capacity complete all as specified and directed.

M & L for soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber, Spread thickness in 200mm, complete with power roller 8 to 12 tonne capacity all as specified and as directed.

Material and labour for 150mm thick (compacted thickness) water bound macadam in two layers each 7.5 cm thick with course aggregate as limestone/ sandstone/ flint/ quartzite of grading 2 (63 to 40mm size) or 3 (50 to 20mm size), blinded with stone screening type 'A', spread, watered, rolled and consolidated to gradient and camber required by using power roller 8 to 12 Tonne capacity, complete all as specified and directed .

M & L for Machine pressed precast concrete prepolished interlocking concrete paver block any shape and size confirming to IS 15658-2006 of 100mm thickness M-50 grade with Grey cement and pigment laid over sand complete all as specified and directed. Note :- Interlocking concrete paver block shall be approved by GE in writing before incorporation in work and sand for cushining shall be measured and paid separately.

M & L for 30 mm sand cushion under paving block including watering and consolidation, complete all as specified and directed.

Rendering 15mm thick plaster in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and fair without using extra cement complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. complete all as specified and directed.

M & L for RCC type M-30 mix using 20mm graded aggregates as in Slab supported on walls, beams and coulums in floors, roofs, landings, balconies, canopies, deck slabs and in shalves and the like complete all as specified and as directed by the Engineer-in-Charge.

Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200 mm thick (Horizontal or sloping) complete all as specified and as directed by the Engineer-in-Charge.

M&L TMT bars 10 mm dia cut to length, bend to shape required including cranking, bending spirally for hookings for columns, hooking ends and binding with and including mild steel wire (anneeled) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M/S BASHIR AND SONS

M/S KASHCON CONSTRUCTION CO

M/S ABDUL AZIZ MIR