REPAIR TO RETAINING WALL 70M LENGTH AND 5.5M AVERAGE HEIGHT AND DRAIN 80M LENGTH OF KENDRIYA VIDYALAYA AT MIL STN PITHORAGARH UNDER GE MES PITHORAGARH

Amount

Rough excavation n exc 1.5 m deep in soft/disintegrated rock and getting out complete all as specified and directed.

Rough excavation exc 1.5 m and n.exc 3 m in depth in soft/disintegrated rock and getting out complete all as specified and directed.

Rough excavation exc 3 m and n.exc 4.5 m in depth in soft/disintegrated rock and getting out complete all as specified and directed.

Rough excavation exc 4.5 m and n.exc 6 m in depth in soft/disintegrated rock and getting out complete all as specified and directed.

Excavation in trenches n exc 1.5 m wide n exc 1.5 m deep in soft/disintegrated rock for foundation etc or for shaft, wells, manholes etc n exc 10 sqm on plan and not exc 1.5 m in depth and getting out complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with soft/ disintegrated rock complete all as specified and directed.

Removing Excavated soft/ disintegrated rock not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and directed.

Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance n exc. 50 m and clearing site complete all as specified and directed.

M&L for hand packing (any thickness) at back of walls with broken stone or boulders and raising or lowering to the required level complete all as specified and as directed.

M&L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.

M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.

M&L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in surface channels and drains complete all as specified and directed.

M&L for Plain Cement Concrete Type B0 1:2:4 (using 1.2.50 mm graded stone aggregate)as in benching inside drain or coping etc and similar work complete all as specified and directed.

M&L for PCC Type B1 1:2:4 (using 20 mm graded stone aggregate) as in copings, kneelers, apex stones and bed plates etc including necessary formwork for fair finished surface of concrete complete all as specified and directed.

M&L for Pre-cast cement concrete bonders (for stone walling), type B-1, 1:2:4 (using 20 mm graded stone aggregate) exc. 10 cm in width and setting in cement mortar 1:6, complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed.

Add or deduct for each 25 mm girth or part thereof over or under 30cm from above complete all as specified and directed.

M&L for Brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 complete all as specified and directed.

M&L for Brick work (except bricks), straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:4 complete all as specified and directed.

M&L for walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar works complete all as specified and as directed.

M&L for walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar works but except stone complete all as specified and as directed.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed.

M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 but except stone complete all as specified and as directed.

M&L for 75 mm thick cement concrete, type C 2, 1:3:6 (using 40 mm graded stone aggregate) as in plinth protection surface even and smooth without using extra cement with and including joint filling complete all as specified and directed.

M & L for raised pointing to random polygonal rubble masonry uncoursed or brought up to courses in cement mortar 1:4 complete all as specified and directed.

Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 finished even and smooth with out using extra cement complete all as specified and directed.

M&L precast cement concrete Block Masonary with soilid blocks type C1, 1:3:6 (20mm graded stone aggregate exc 10cm in width and setting in mortar 1:6 complete all as specified and directed .

M&L for preparing new plastered surfaces and applying Two coats of cement base paint on surfaces of walls complete all as specified and directed.

S & F 75 mm bore PVC (SWR) single socketed in any length for weep holes complete all as specified and directed.

Demolition of brick work or stone/ boulder masonry, laid dry etc. complete all as specified and directed.

Demolition of brickwork or stone/ boulder masonary, built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facing, dressed stonework and precast concrete articles and block walling complete all as specified and directed.

Demolition of un-reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness above or below ground level complete all as specified and directed.

M/S GD Punetha Son