PROVN OF DRAINAGE LINE AND INTERLOCKING TILES AT AWC UNDER GE AWC MHOW

Amount

Surface excavation in soft soil n exc 30 cm deep and avg 15 cm deep and getting out complete all as specified and directed.

Excavation in trenches in soft/loose soil n. exc. 1.5 m wide and n.exc 1.5 m in depth ;for foundation, etc or for shaft, well, cesspit, manhole, pier holes etc.n. exc. 10 sqm on plan and n. exc. 1.5 m in depth and getting out complete all as specified and directed.

Returnning, filling in including spreading, leveling, watering and well ramming in layers not exc 25cm any types of soil.

Removing of excavated material/soil not exceeding 50 m and depositing where directed at a level and not exceeding 1.50m above the staring point complete all as specified and directed.

M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.

M & L PCC type C1, mix by volume 1:3:6 with 20 mm nominal size of graded coarse aggregate in surface channels and drains complete all as specified and directed. .

M & L RCC (nominal mix) in foundation & including rafts, footings, foundation beams; plinth beams; bases for columns, etc, basment slabs, under -reamed piles and mass concrete Cement concrete B1 type, 1:2:4 mix (using 20 mm graded aggregate) complete all as specified and directed. .

M & L RCC (nominal mix) in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses Cement concrete B1 type, 1:2:4 mix (using 20 mm graded aggregate) complete all as specified and directed.

M & L for cement concrete 1:3:6 type C-1 (using 12.50 mm graded aggregate) as in coping, bed block for hold fast etc complete all as specified and directed.

M & L Pre-cast cement concrete cover slab with B1 Type, 1:2:4 mix, (20 mm graded aggregate) set in cement mortar 1:4 complete with joints to match all as specified and directed. .

M & L Pre-cast cement concrete block masonry with solid blocks, exceeding 10 cm in width and setting mortar, complete With B1 Type, 1:2:4 mix, (20 mm graded aggregate) set in cement mortar 1:6 complete all as specified and directed. .

Use of Formwork to sides of concrete foundation, 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 Rough finished surface of concrete flat complete all as specified and directed.

Use of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; and similar work; vertical or to batter Rough finished surface of concrete flat complete all as specified and as directed.

S & F TMT bars 10 mm dia and over, cut to length, bent to shape required including cracking, bending spirally for hooping for columns, hookig ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips Round bars Gde I quality conforming I.S 432 ( Part -I) complete all as specified and as directed.

S & F TMT bars but 6 to 8 mm dia and over, cut to length, bent to shape required including cracking, bending spirally for hooping for columns, hookig ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips Round bars Gde I quality conforming I.S 432 ( Part -I) complete all as specified and as directed.

M&L for Brick work with sub class 'B' modular bricks straight or curved on plan exceeding 6m mean radius, built in cement mortar 1:6 complete all as specified and directed.

M&L for rendering 15mm thick in cement mortar 1:4 on faces of brick work or concrete surfaces of external wall, complete all as specified and directed.

M&L preparation of newly plastered surfaces and applying two coat of white wash complete all as specified and directed.

M & L 60mm thick Machine pressed precast conctete interlocking paver block fixing with grey cement and pigments of "I" shape or as approved by GE or any colour and size confirming to IS 15658-2006 of M-35 Grade, laid over 20mm (avg) thick dry sand cushioning, filling of joints with sand & compaction using surface vibrator after filling of joints lain in any pattern as decided by Engg-in-charge including packing of sides by cement concrete finishing surface even and smooth complete all as specified and as directed. NOTE:- Sand cushioning shall be measured and paid separately.

M & L 20mm thick Sand bed filling under floors or in cushioning including watering and consolidation complete all as specified and as directed.

ram prashad chotelal batham

PREMCHAND BHAWANI SAHAI

M/S UnitedConstruction

M/S GARG CONSTRUCTION

Jamna Constructions

M/S Ashish Construction

Goyal Construction

Bharadwaj Builders