REPAIR/MAINT WORKS AT GB -13 AND CULVERTS, HUME PIPE, FENCING GATE AT AF STN GWALIOR.

Ploughing to existing target area with any type of sand /soil and filling crater of any size and depth with mechanical devices or manually, spill cross (Double) or both way complete including removal of all bushes grass and leveling all as specified and directed by Engineer -in-charge. Notes :- (a) For ploughing to existing ground of both side (i. e one side and cross) shall be measured as one complete operation. (b) Weekly one time or as required by user. (c) Filling the crater by locally available soil which is obtained from crater.

M&L for PP (poly propylene) woven bag of bright white colour 30 Kg capacity (Approx) by filling with sand/soil and laying at site as per user requirement complete including removing old deteriorated bags from site out of defence land all as specified and directed by Engineer-in-Charge. Note :- Sand / Soil for filling is available at site. Notes for item No 1 & 2 :- (a) The work will be executed as and when required by users. (b) The Contractor will be informed 24 hrs prior to commence the work and he should be ready for execution of work . Any denial will not be acceptable. (c) The site is located approximately 3 Km away from main road (inside the forest area) and approach way is full of thick vegetation/bushes/undulating grounds etc. The bidder are requested to visit location of site with consultation of AGE B/R-I and quote the rates accordingly . (d) Contractor shall start the work after approval of Air Force authority.

Rough excavation by mechanical means not exc 1.5 mtr deep and getting out in soft/loose soil and remving the excavated material exc 250 mtr but n.exc 500 mtr and depositing where directed at a level n. Exc. 1.5 mtr above the satrting point complete all as specified and directed by Engineer in Charge.

Forming embankment including raising (or lowering) earth spreading in layers n.exc. 30 cm thick for filling crater and finishing to required size, shape etc n. Exc 1.5 mtr high from base complete all as specified and directed by Engineer in Charge.

Dismantling of posts, struts ( RCC or steel ) any section including taking out embedded portion in concrete at any position place incl swan neck fencing with old and making good disturbed portion removing excavated debries up to a distance n.exc 50M complete all as specified and as directed by Engr-in-Charge.

M&L for precast RCC 1:2:4 (using 20 mm graded stone aggregate),as in fencing post, struts etc. for fencing, average sectional areaexc 100 sq. cm, but n exc 200sq. cm with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed.

Demollition of reinforced cement concrete (reinforced) of any description and in any position not otherwise specifically provided and dispose off the demolished material out of defence land complete all as specifeid and directed.

M&L for RCC 1:2:4 type B1 (using 20mm graded crushed stone aggragate) as in foundations, footings, plinth beams, bases for columns, etc. and mass concrete complete all as specified and directed.

M&L for RCC 1:2:4 type B1 (using 20mm graded crushed stone aggragate) as in column, wall, etc complete all as specified and directed.

Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar