REPAIRS / MAINT OF INTERNAL DRAIN, CULVERT AND OTHER RELATED WORKS IN IMTRAT UNDER GE (AF) HASIMARA

Amount

SCHEDULE 'A' PART-I Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation, etc and getting out in soft/loose soil complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm as in soft/loose soil complete all as specified and directed.

Removing excavated material not exc. 50 m and depositing where directed at a level not exc 1.5 m above the starting point complete all as specified and directed.

Demolition of cement concrete (unreinforced) in any position exceeding 15 cm thickness above ground floor, etc complete all as specified and directed.

Demolition of brick work or stone / boulder masonry, built in cement mortar including all quoins, pillars etc stacking the serviceable bricks after removing mortar and cleaning for re-use and disposal of debris and rubbish to a distance n.exc 100m as directed by the Engr-in-Charge.

Demolition of Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons, etc. (each layer) laid dry or laid dry and pointed complete all as directed by the Engr-in-Charge.

M & L for hardcore of gauge n.exc 63 mm of broken stone or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M & L for Plain cement concrete 1:3:6, type C-2 (using 40mm graded stone aggregate) as in surface channel, drains etc complete all as specified and directed.

Extra for forming fair finished to concrete surface of drain 30cm inner girth in cement including forms, mould, mitred/stopped etc complete all as specified and as directed.

Add or deduct for each 25mm girth or part thereof over or under 30cm including form mould, mitred/stopped etc. complete all as specified and as directed.

M & L for Plain cement concrete 1:4:8, type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.

M & L for Plain cement concrete 1:3:6, type C-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete, etc complete all as specified and directed.

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

M & L for brick work with sub class 'B' bricks, straight or curved on plan to any radius, built in cement mortar 1:4 as in half brick thick walls complete all as specified and directed.

M & L for Brick work with sub class 'B' bricks, laid flat, in drains, etc bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:3 complete all as specified and directed.

All as per item No. 15 above but except brick complete ditto (Note: Old serviceable bricks as obtained from demolition shall be re-used at site after cleaning and removing mortar etc)

M & L for Brick work with sub class 'B' bricks, laid on edge, in floors, drains, etc bedded and jointed in cement mortar 1:6 and pointed in cement mortar 1:3 complete all as specified and directed.

All as per item No. 17 above but except brick complete ditto (Note: Old serviceable bricks as obtained from demolition shall be re-used at site after cleaning and removing mortar etc)

M & L for Raking out joints/ pointing to brick work or brick tiles, laid flat, in floors, surface channels, roofs, etc in cement mortar and Flush pointing to bricks laid flat or brick tiles in pavings in cement mortar 1:4 complete all as specified and directed.

Demolition of reinforced cement concrete in any position not otherwise specifically provided for complete all as specified and directed.

M & L for Reinforced Cement Concrete 1:1.5:3, type A-1 (Nominal Mix) (using 20 mm graded stone aggregate) as in foundations including rafts, footings and mass concrete, etc complete all as specified and directed. (Note" Reinforcement will be measured and paid seperately)

M & L for Reinforced Cement Concrete 1:1.5:3, Type A-1 (Nominal Mix) (using 20 mm graded stone aggregate) as in columns, pillars, posts and struts complete all as specified and directed.

M & L for Reinforced Cement Concrete 1:1.5:3, Type A-1 (Nominal Mix) (Using 20 mm graded stone aggregate) as in slab supported on walls, beams and columns in floors, roofs, landings, balconies, etc complete all as specified and directed. (Note : Reinforcement will be measured & paid seperately)

M & L for use & waste Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundations and plinth beams and similar work, vertical or to batter complete all as specified and directed.

M & L for use & waste Formwork to sides of pillars, posts, struts, piers, columns and stanchions for flat rough finished surfaces of concrete complete all as specified and directed.

M & L for use & waste Form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200 mm thick (Horizonal or sloping) for flat rough finished surfaces of concrete complete all as specified and directed.

S & F TMT steel bars 10 mm dia., and over cut to length, bend 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 0.9 mm dia or securing with clips quality complete all as specified and directed.

S & F Mild steel TMT bars 5mm dia and over upto and including 10mm dia in strirrups, spacers and binders spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips etc complete all as specified and directed.

M & L for Precast cement concrete 1:2:4, type B-1 (using 20mm graded stone aggregate) as in landing, cover slabs, shelves and similar articles with plain faces and set in CM 1:6 complete all as specified and directed.

M & L Reinforced concrete pipes, class NP2, 450 mm bore, laid and jointed with collars complete all as specified and as directed.

M & L Reinforced concrete pipes, class NP2, 600 mm bore, laid and jointed with collars complete all as specified and as directed.

Taking down cement plaster on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water 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 1:6 and finished the surfaces even and fair without using extra cement 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 1:6 and finished the surfaces even and smooth with using extra cement complete all as specified and directed.

M & L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed.

M & L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.

M & L for preparation new external surfaces of wall, chajja, facia etc and applying two coats of water based acrylic weather proof exterior emulsion (exterior wall finish) paint over a coat of primer as per manufacturer's instruction complete all as specified and directed.

M & L for Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and directed.

Dismantling of wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

M & L for Mild steel framed work such as grills, gratings, gates etc., with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bar, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks and similar work conforming to Fe-410-0 Gde E-250 complete all as specified and directed.

M & L for Preparation of new steel surfaces of any description, over 10 cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide, zine chrome primer complete all as specified and directed.

M & L for Plain cement concrete 1:2:4, type B-1, (using 20 mm graded stone aggregate) as in benching, coping, lintel upto 1.5m span cast in situ including necessary form work complete all as specified and directed.

M & L for 75 mm thick, Plain cement concrete 1:2:4, type B-2 (using 40 mm graded stone aggregate) as in sub base/footpath, etc and finished the surface even and rough to receive the screed bed complete all as specified and directed.

Material and labour for 25 mm thick pre-polished cement concrete chequered tiles, glossy finish , smooth in design , compressive strength 300 kg/Sqcm, ISI marking (IS-13801-1993), set, jointed in neat cement slurry and pointed with white cement mixed with pigment to match over and including 20mm thick screed bed in cement mortar 1:6 complete all as specified and directed

M/S I P GROUP

B L SHARMA

SHRI D P AGARWAL

M/S MANODEEP CONSTRUCTION

MAJUMDER ENTERPRISE

M/S ASHOK ENTERPRISE

M/S BISHAL ENTERPRISES