PROVN OF DRAINAGE SYSTEM NEAR NEAR KK BRIDGE B SECTOR UNDER GE (EAST) MATHURA

Amount

Excavating in trenches for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, drains etc. n exc 1.5 m wide and n exc 1.5 m in depth and getting out in loose/ soft soil complete all as specified & directed.

Returning/fitting trenches in soft/loose soil including spreading watering, well ramming in layers n.exc 25 cm thick after laying and testing of pipe complete all as specified & directed.

M&L for PCC 1:4:8 Type D-2 (using 40mm graded stone agg) as in foundation filling and mass concrete as in bed of Manholes etc complete all as specified & directed.

M&L for brick work in cement mortar 1:4 with fly ash bricks straight or curved on plan exc 6m mean radius with old size bricks complete all as specified & directed.

M & L 15mm thick rendering in CM ( 1 : 4 ) on fair faces of brick walls or concrete surfaces etc. and finished even & smooth without using extra cement complete all as specified.

M & L 15mm thick rendering in CM ( 1 : 6 ) on other than fair faces of brick walls or concrete surfaces etc. and finished even & smooth without using extra cement complete all as specified.

M&L for PCC 1:2:4 type B-1 (using 20mm graded stone agg) as in coping benching bed blocks incl necessary form work complete all as specified & directed.

M&L for PCC 1:2:4 type B-2 (using 40mm graded stone agg) as in surface channel bed/drains/in manholes all as specified laid to slope and finished surface even and smooth complete all as specified & directed.

Extra for forming fair finished drain or channel 60cm inner girth in cement concrete using extra cement incl forms moulds, mitered/stopped ends etc. complete all as specified & directed.

Removing excavation material surplus soil to a distance n.exc 250m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified & directed.

M&L RCC 1:1.5:3 type A1 (20mm graded aggregate) nominal mix as in foundation, including rafts footing , plinth beams, base for columns etc complete all as specified and directed.

M&L RCC 1:1.5:3 type A1 (20mm graded aggregate) nominal mix as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses complete all as specified and directed.

M&L for Form work to sides of concrete foundations, footings, bases of columns, raft, and raft beaams sides and soffits of foundation and plinth beams and similar work flat fair finished surfaces etc complete all as specified and directed.

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

S&F Mild steel TMT bars 6 to 8mmdia cut to length bend to shape required including cranking bending spirally for hooping & binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed

M&L mild steel TMT bars 10mm dia and over, cut to length bent to shape required including cranking, bending spirally for hopping for columns, hooking ends and binding with and including mild steel wire (anealed) not less than 0.9mm dia or securing with clips quality conforming to fe 410-S complete all as specified & directed

Construction of septic tank for 50 users which includes excavation in ordinary soil,PCC in foundation, brick work, RCC slab work in type A1 1:1.5:3 , reinforcement,Manhole covers, CI vent shaft and sludge, chamber etc complete all as shown in drawing No CEJZ/2004/TD/S-17, sheet No-1/1 dated 11 May 2004 (Revised06 Aug 2005) complete all as specified and directed.

MISHRA CONSTRUCTIONS

brajcon

JWALA ELECTRIC CONTRACTORS

VASUNDHARA AND COMPANY

M/S ANIL KUMAR

BHARDWAJ CONSTRUCTIONS

ARCHI ENGINEERS