PROVISION OF 07 NOS SPLIT ACS FOR MI ROOM AT ICGS VIZHINJAM PROVISION OF WATER FOUNTAIN IN FRONT OF ADMIN BUILDING AND CG OFFICERS MES AT ICGS VIZHINJAM AND PROVISION OF RCC HARD STANDING AT CG WHARF LAND VIZHINJAM HARBOUR

Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil getting out complete all as specified and as directed.

Material and labour for plain cement concrete 1:4:8 type D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete including necessary form work complete all as specified and as directed.

Material and labour plain cement concrete 150 mm 1:2:4 type B2 using 40 mm graded stone aggregate as in foundations and mass concrete all as specified and as directed.

Material and Labour for red earth/moorum filling in floors or pavings, laid in layers n exc 25 cm thick spread, levelled and rammed including watering all as specified and as directed.

Removing excavated material exceeding 250 M and not exceeding 500 M and depositing outside MD land at a level not exc. 1.5 m above the starting point complete all as specified and as directed.

Material and labour for precast PCC 1:3:6 Type C1 using 20 mm graded aggregate solid block masonry exceeding 10 Cm width(with plain or interlocking joints as directed), built in cement mortar 1:4 all as specified and as directed.

Material and labour for 15 mm thick rendering on brick/concrete surfaces in two layers in CM 1:4, finishing coat of 5mm thick using water proofing compound @3% by weight of cement, finished even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compound shall be measured separately.

Supply only integral water proofing compound all as specified and as directed.

Provision of Budha Statue (sitting position) of approved design having height not less than 90 cm and width proportional to the height of the statue. However, having minimum girth of 150 cm and base structure shall be of Lotus flower shape having minimum perimeter of 210 cm (entire base). Height not less than 30 cm, made of chicken wire mesh and plastered around the mesh to bring a standard thickness with rich 1:3 cement mortar and hand crafting the structure into well formed statue, design as approved and applied multi coat of waterproof metalic paint of any tint to obtain required standard finish and look all as directed. Note :- The statue should be embeded over a proper concrete base of ratio 1:2:4 (150 mm thick). The cost of the same shall be deemed to be included in the rate quoted by the contractor.

M & L for provision of 2 Nos of curved (semi circle/ Arch) shape pillar/ structure made of RCC 1:2:4 type B0 using 12.5 mm graded aggregate with 04 Nos of 12 mm TMT bars vertically (curvature shape) and bounded with 8 mm dia bar as strirrups @ 200 mm centre to centre including necessary foam work. Height of pillar shall not be less that 1.5 m and 1.8 m respectively. Sides of pillar shall be plastered in 1:3 cm brick masonery facing on all sides. Size of the pillar shall be 300 mm x 150 mm at top and 250 mm x 150 mm at bottom. The whole structure shall have the base made of RCC 1:2:4 type B1 using 20 mm aggregate of size 1.5 m x 0. 9 m x 0.75 m (above GL) which sall be strengthened with a RCC foundation below ground level, with depth of 60 cm and size 2 m x 1.2 m over PCC type D2 using 40 mm graded aggregate of size 2.2 m x 1.4 m x 0.1 m. The cost of excavation, returning filling, remaining surpluse excavated earth are deemed to be included inthe rate quoted by the contractor.