REPAIR TO RETAINING WALL, BOULDER PITCHING, PATHWAY FLOORING AND KERB STONE AT 2U DET DIGLIPUR

Amount

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) and removal of debris to a distance exceeding 500 mtrs and depositing where directed.

Demolition of cement concrete in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) and removal of debris to a distance exceeding 500 mtrs and depositing where directed.

Dismantling of brickwork or stone/ boulder masonry or PCC block masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles and removal of debris to a distance exceeding 500 mts and depositing where directed.

M&L for PCC Type D2, 1:4:8 (using 40 mm graded granite stone aggregate) as in foundations, filling and mass concrete.

M&L for RCC M-30 design mix (using 20mm graded granite stone aggregate) as foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete.

M&L for RCC M-30 design mix (using 20mm graded granite stone aggregate) as walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses.

M&L for providing steel 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 work; vertical or to batter, for flat rough finished surfaces of concrete all as specified.

M&L for providing steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, for flat rough finished surfaces of concrete all as specified.

M&L for providing steel formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, for flat fair finished surfaces of concrete all as specified.

M&L for high yield strength deformed TMT steel bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.

M&L for boulder filling dry (using undressed quarried stones roughly conforming to specified size of boulders), handpacked tightly at back side of retaining wall as specified and directed.

S&F 110 mm bore PVC (SWR) pipes single socketed in any length with rubber rings joints laid in trenches, in weep holes complete all as directed.

Rough excavation exceeding 1.50 mtr but not exceeding 3.00 mtr deep and getting out in hard/ dense soil.

Excavating over areas, not exceeding 1.50 mtr deep and getting out in hard/ dense soil.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil.

Back filling at retaining walls using approved earth obtaining from excavation, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in any type of soil. all as specified and directed.

Removing excavated material to a distance not exceeding 50 mtr and depositing where directed at a level not exceeding 1.5 mtr above the starting point complete all as specified.

M&L 75 mm thick PCC Type D2, 1:4:8 (using 40 mm graded crushed granite stone aggregate) laid in sub-floors, sub-bases, floors and pavings, etc. complete all as specified.

M&L for 25 mm thick sand filling under floors or in foundations including watering and consolidation for laying interlocking tiles.

M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade and pointed in coloured cement to match the surfaces.

M&L PCC 1:3:6, type C1 (using 20 mm graded granite stone aggregate) as in kerb stones including formwork complete all as specified.

M&L for boulder pitching (using undressed quarried stones roughly conforming to specified size of boulders), hand packed tightly and pitching is grouted with cement and sand mortar 1:6 complete all as specified.

Labour only for boulder pitching, hand packed tightly and pitching is grouted with cement and sand mortar 1:6 complete all as specified. Note: Boulder stones obtained from dismantling shall be reused in this item.

kakolil trade agencies

M/S Sudhir Kumar Gupta

MGP Enterprises

Chandra Construction Enterprises

T.THIYAGARAJAN

Ravi Enterprises

DHAKSHNA MOORTHY AND SON

SK CONSTRUCTION