GE/SMB/T-69/2023-24 REPAIR TO PROTECTIVE WALL RETAINING WALL HARD STANDING SECURITY WALL COMPOUND WALL AND CONNECTED BR ITEMS IN ZONE I AREA UNDER GE SAMBA

Amount

Brick work with sub class 'B' burnt old size bricks straight or curved on plan exc. 6 m mean radius bult in CM 1:6 including demolition of old brick works any type and removing u/s material from the work site to outside defence land, complete all as specified and as directed.

Brick work with sub class 'B' burnt old size bricks straight or curved on plan exc. 6 m mean radius bult in CM 1:6 but except bricks,including demolition of old brick works any type and removing u/s material from the work site to outside defence land, complete all as specified and as directed.

Half thick Brick work with sub class 'B' burnt old size bricks straight or curved on plan exc. 6 m mean radius bult in CM 1:6 as the lining to drains withbricks laid on edges complete including demolition of old brick works any type and removing u/s material from the work site to outside defence land, complete all as specified and as directed.

Half thick Brick work with sub class 'B' burnt old size bricks straight or curved on plan exc. 6 m mean radius bult in CM 1:4 the lining to drains with bricks laid on edges complete but except bricks,including dismantling of old brick works and reusing same work any type and removing u/s material from the work site to outside defence land, complete all as specified and as directed.

Excavating in trenches, n.exc 1.5 m wide and not exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exc 10 sq m on plan and getting out in any type of soil, complete all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc 25 cm thick (available excavated soil). complete all as specified and directed.

Removing excavated soil to a distance exc 250m but n exc 500m & depositing where directed at a level not exc 1.5mtr above the starting point, complete all as specified and directed.

Cement concrete 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation filling and mass concrete in sub-base including demolished old concrete and through away out side defence land, complete all as specified and directed.

RCC M-25, Design mix, using 20mm graded curshed stone aggregates as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete including demolished old concrete and through away out side defence land, complete all as specified and directed

RCC M-25, Design mix, using 20mm graded stone aggregates as in walls, Retaining walls and like any thickness including demolation of reinforced cement concrete of any discriptions (reinforcement cut as required to facilitate complete all as specified and directed

Formwork to sides of concrete foundations, footings, bases of coloumns raft and raft beams, sides and soffits of foundations and plinth beams ;and similar works ; vertical or to be better for rough finished flat surfaces complete all as specified and directed

Formwork to faces of wall, retaining walls, abutments, parapets and staircase, railings and similar work including attached plasters, butteresses etc vertical or better rough finished flat surfaces of concrete, complete all as specified and directed

Walling of random rubble brought up to course well bonded, beded and solidly hearted built in CM 1:6 including dismantling of old stone works of any type, complete all as specified and directed.

Walling of random rubble brought up to course well bonded, beded and solidly hearted built in CM 1:6 but Except Stones including dismantling of old stone works of any type,, complete all as specified and directed.

Mild steel TMT bars 10 mm dia and over, 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, complete all as specified and directed.

Mild steel TMT bars 8 mm dia and over uptoand including 12mm dia, 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, complete all as specified and directed.

PCC 1:3:6 type C-1 using 20 mm graded crushed stone aggregate as in PCC bond stone set in CM 1:6, complete all as specified and directed.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints of random rubble walling, uncoursed or brought upto courses, hammer dressing with maximum depression of face from straight edge held against the dressed surface not exc. 40 mm, complete all as specified and directed.

Raised pointing to stone masonry massonry in CM 1:3, complete all as specified and directed.

Cement concrete 1:2:4 type B-0 using 12.5 mm graded crushed stone aggregate as in copings, benching and in similar works including weathering, slightly rounded or chamfered angles and throating including necessary form works, complete all as specified and directed.

PVC SWR Pipe 110mm bore for drain out water, complete all as specified and directed.

PCC 1:4:8,Type D-2 (using 40mm graded crushed stone aggregates) as in sub base, foundation filling and mass concrete including demolished old concrete and through away out side defence land,complete all as specified and directed.

Chequered coloured cement concrete tiles of size 30 cm x 30cm x 25 mm thick set & jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 20 mm thick cement screed bed in CM 1:4 and demolition old tiles any type and size, complete all as specified and as directed.

Machine pressed precast concrete interlocking paver block (Coloured/ Grey as required site) of any shape and size approved by EIC, ISI marked (IS:15658-2006) 80mm thick, M-40 grade (Medium Traffic), in paths and hardstanding,with grey cement and pigment, laid tightly over & including 25 mm thick dry sand cushion (compacted) and joints filled with dry sand, colour and pattern as approved by GE and demolition old paver block any type and size,, complete all as specified and directed.

Framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framwork of water tanks and similar work conforming to Fe.290. Gde-E-165, complete all as specified and directed.

Rendering 15mm thick cement plaster in cement mortar , 1:4 , on newly work work /stone masonry surfaces and finished even and smooth using extra cement , complete all as specified and directed .

Rendering 15mm thick in CM 1:4 on fair/unfair faces of brick work or concrete surfaces finished fair & even without using extra cement including taking down old cement plaster on any surface include raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and as directed by Engineer-in-charge.

Preparation of new plastered/ concrete surfaces of walls and applying two coats of cement based paint over and including one coat of primer (up to 2nd storey with necessary/scaffolding) complete all as specified and directed by Engr-in-charge.

Preparation of old surfaces of walls and applying two coats of cement based paint over and including one coat of primer (up to 2nd storey with necessary/scaffolding) complete all as specified and directed by Engr-in-charge.

Preparation of new painted steel surfaces having width/girth exceeding 10 cm including necessry rubbing with sand paper or grinding by hand grinder to achieve smooth and even surface and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description ( up to 2nd storey with necessary scaffolding) complete all as specified and directed

Hand packing (any thickness) of broken boulder at back of wall over arches etc. and raising (or lowering) to the required level, complete all as specified and directed.

Wire netting of galvanised steel wire 1.40mm dia including cutting & fixing complete all as specified

Note:- The contract sum arrived after deduction of amount of Sch of credit as listed in tender Documents.

Ms International Engineers

M/S YOGESHWAR ASSOCIATES GOVT CONTRACTOR

THAKUR BUILDERS AND CO

SIDDAHANT ENTERPRISES

M/S NAGAR BUILDERS

M/s Sahib and Company