ADDN/ALT TO ROADS DRAIN CULVERT AT RSD AREA UNDER GE (WEST) LUCKNOW

Amount

Scarifying or picking exc 50 mm and n. exc 100mm deep gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm complete all as specified and directed.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft /loos soil for foundation, etc. complete all as specified and directed

M & L for 200 cm thick (compacted thickness) soling (or sub base) with broker boulders or quarried stone, granite trap or besalt surfaces formed and rolled and consolidated to required gradient and camber complete all as specified and directed

M & L for WBM 150 mm compacted thickness in two layers (each 75 mm thick) with coarse aggregates (Granite, trap or Basalt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all specified and directed

Preparing WBM top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming / tack coat on existing black top surfaces with paving bitumen primer using bitumen VG-10 paving grade (80-100 penitration ) @ 10 Kg /10 sqm with tar boiler all as specified and directed.

M & L for laying bitumenious premix semi dense asphaltic concrete 30 mm consolidated thickness with 5.5 % binder content VG-30 grade paving bitumem by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed.

Forming embankments solid including raising (or lowering) earth, spreading in layers n exc. 30 cm thick;watering, ramming/rolling and finishing to required size, shape, etc., n exc. 1.5 m high from base

Rough excavation not exceeding 1.5 m deep and getting out Soft/loose soil

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point soil

M&L for Providing and laying 80mm thick factorymade chamfered edge cement concrete paver block of M-40 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,ength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand; including 75mm thick PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in sub base etc.including demolition of Cement concrete (unreinforcde) in ground floor and paving n exc 15cm thicknes and below or above ground level complete all as specified directed.

M & L for continuous brick edging, with width equal to the width of the brick, laid dry on end vertically with burnt clay bricks of sub class B old size bricks complete all as specified and directed.

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

M & L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation, filling and mass filling concrete etc including necessary formwork complete all as specified and directed

M & L brick work with fly ash bricks straight or curved on plan exc 6m mean radius in CM 1:4 completed all as specified and directed.

M&L, 15mm thick rendering in CM (1:4) on fair faces of brick/concrete surfaces, finished even and faircomplete all speciified and directed

M & L PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in Coping incl necessary form work finished even & smooth with using pigment in cement complete all as specified and directed

M&L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate in surface channels and finishing complete all speciified and directed

Extra for forming fair finished drain or channel 30cm inner girth in cement concret, using extra cement, including forms, moulds, initred/stopped ends complete all speciified and directed

Excavating over areas, n exc 1.5 m deep and getting out Soft/loose soil

Returning filling in of excavated any type soil including spreading leveling watering and well ramming in layers n exc 25 cm thick all as specified and directed by Engineer-in-Charge.

S & F 300mm dia Reinforced concrete pipes, class NP3, laid and jointed complete with collars with Concrete bed to drain pipes including Cement concrete (1:3:6 type C-2) packing under, and haunching against the sides of pipes after they are laid and tested complete all speciified and directed

M/s Ram Singh Agarwal

Pundir Construction Co.

M/s Ramesh Chandra

BHARAT ASSOCIATES PVT LTD