SPL REPAIR TO FENCING AND ALLIED WORKS AT TRI JUNCTION AT UMROI MIL STN UNDER GE UMROI

Amount

Excavating over areas not exceeding 1.5 m deep and getting out in soft/loose soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all aspecified and directed.

Removing surplus excavated materials (soils) upto a distance not exc. 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed.

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

S&F TMT bars 10mm 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 as directed.

M & L for Mild steel TMT bars 5mm dia. and over upto and including 10mm dia in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clips complete all as specified and directed.

M & L for use and waste of form work to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter etc. with rough finished surfaces of concrete flat complete all as specified and as directed.

M & L for formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc, rough finished, flat complete all as specified and directed.

M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions square, rectangular or polygonal, rough finished complete all as specified and directed.

M & L for RCC 1:1.5:3 (Nominal mix) type A1(using 20mm graded stone aggregate) as in foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs, under reamed piles and mass concrete complete all as specified and directed.

M & L for RCC 1:1.5:3 (Nominal mix) type A1(using 20mm graded stone aggregate) as in beams, cantilevers, bressumers, lintels over 1.5m span complete all as specified and directed.

M & L for RCC 1:1.5:3 (Nominal mix) type A1(using 20mm graded stone aggregate) as in columns, pillars, piers, posts and struts complete all as specified and directed.

Material and labour for 10 mm thick rendering in cement mortar (1:4) on fair face of brick works or concrete surfaces finished even and fair complete all as specified and directed.

Material and labour for 20mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills , cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed.

Material and labour for hard core with broken stone or boulders of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rolled/ rammed to a true surface complete all as specified and directed.

Material and labour for 75 mm thick Plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of floor complete all as specified and as directed.

M & L for machine pressed precast concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 80 mm thickness, M-40 grade with grey cement and no pigment complete all as specified and directed.

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

M & L for Chequered cement concrete tiles of size 20 cm x 20 cm x 25 mm thick, set and jointed and pointed in neat cement slurry in floors with mixture of white and grey cement in equal portions and no pigment laid over and including 20mm thick screed bed/bedding layer in CM 1:4 complete all as specified and directed.

Dismantling of floor hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floor and paving not exc. 15cm thickness (below or above ground level) and removing debris from site of work complete all as specified and directed by the Engineer-in-Charge.

M&L for providing plain cement concrete type B-1, 1:2:4 (using 20 mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angle including necessary form work as required complete all as specified and directed.

Material and labour 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.

Material and labour for extra overstone walling (lime or sand stone) for hammer dressing with maximum depression on face from straight edge held against the dressed surface not exceeding 20 mm to face stone and dressing of face beds and joints as specified for random rubble stone walling uncoursed or brought upto courses complete all as specified and directed.

Material and labour for raised pointing to random or polygonal rubble, uncoursed or brought upto course stone walling in cement mortar 1:4 complete all as specfied and directed.

Material and labour for precast cement concrete 1:3:6 type C-1 (using 20mm graded stone aggregate) as in precast bond stone including necessary form work and set in cement mortar 1:6 complete all as specified and directed.

M & L for 110mm dia PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls or laid in floors as in weep holes of retaining walls complete all as specfied and directed.

M & L for loose filling with broken stone aggregate of gauge exceeding 40mm but not exceeding 80mm deposited to shape, etc complete all as specified and directed.

Material & Labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts, etc., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed.

Supply and fix rolled sections confirming to Fe-410 -W (Gde-E-250) quality A as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates complete all as specified and as directed.

Supply and fix 1.6mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required

Material and labour for preparation of new and previously un-treated steel surfaces of any description, not otherwise described over 10cmwidth or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer all as specified and directed.

Material and labour for preparation of new surfaces of walls and applying three coats of white wash including preparation of surfaces complete all as specified and directed.

Supply and fix Stainless Steel letters of size not less than 300 mm height, 200 mm width, 25 mm depth and 3mm thick (SS Grade 304) bright finished in English alphabets fixed over granite slab complete all as directed.

Schedule of Credit

Mary Lyngdoh (BID ID -3367280)

DWEL ENTERPRISE (BID ID -3374504)