Connecting Passage (Outer Shed) from Under Pass to New High Court Building and Old Gauhati High Court Building

Amount

Dismantling wood work in frames, trusses, purlins and rafters including stacking the materials as directed by the department for all levels.

Demolishing CC floors of various thickness including top layer and base course and disposal of debris as directed for all levels.

Demolishing brickwork including stacking of serviceable materials and disposal of unserviceable materials as directed for all levels

Dismantling steel work in built up sections in joists, angles, channels, tees, flats etc. including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking the materials as directed by the Department for all levels

Dismantling all types of ceiling, partition and wall lining and stacking the materials as directed by the department for all levels

Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to a depth of 2.00m below the existing ground level. (e) In hard rock (ii) Without using blasting materials (where blasting is not possible/ not permissible)

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a).Brick on flat soling.

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in: Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (a) Using 38mm thick plank

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary (b) In proportion 1:4.

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (I) Using Mixer Machine (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. N) Without using admixture, plasticiser b) M20 grade concrete or Prop. 1:1.5:3

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) c) ISI approved Mild steel reinforcement bar(M.S.Bar)

Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (II) In superstructure above plinth level up to 1st floor level. (b) In proportion 1:4.(1 cement:4 sand)

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough side c) In cement mortar 1:5

Plain cement concrete floor base in prop1:3:6 laid in alternate bays as specified with coarse agg. of size 13mm to 32mm including dewatering if necessary, and curing etc. complete. b) 50mm thick

Providing SUN ROCK HIGH CTS/DEVI paver block tiles of concrete grade M30 or above of approved quality, size, shape of specified thickness over a levelling bedding layetr of 30mm compacted sand over a base course of WBM or PCC (Base course to be paid separately) including cutting where necessary finished with spreading, sweeping joining sand and compacting the pavers using vibrating compactor as specified and directed. (A) SUN ROCK HIGH CTS Tiles (Pavers) (a) Silicon (Pavers) 60 mm thick

Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, Channels , plates etc., including welding, grinding , budding, po0lishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i.e fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the site or waist slab with suitable arrangement as per approval of Engineer in-charge (For payment, only weight of Stainless Steel member is to be considered. No extra payment for fixing accessories such as nuts, bolts, fasteners etc. will be considered)

Providing, fitting, hoisting and fixing of roof trusses fabricated out of combination of any two or all of the following sections (i) Square section (ii) Rectangular Hollow section of specification RSH/SHS and (iii) M.S. circular hlollow section of Grade 210 including purlins, bottom runners and providing M.S. cleat, M.S. angle base plank, bolts and nuts with red oxide primer including fitting bottom runner and cleat etc. for fixing ceiling joist as per design complete as directed as per specifications. a) Using TATA make RHS/SHS of Grade 310 conforming to relevant I.S. code 4923 : 1997

Providing plain Polycarbonate transparent sheet roofing at all levels with self drilling, self tapping screws complete (Roof trusses, purlins etc. to be measured and paid separately.) (iii) 3.00 mm thick

Providing and fixing of aluminium curtain glazing made out of Anodised section of approved shade section of 6 nos 1.2m each @ 1.819 Kg/m, 6 nos 1.2m each @ 0.515 Kg/m, 6 nos 1.2m each @ 0.317 Kg/m of Jindal or equivalent complete with rubber gasket and all other accessories, including fixing of 5mm tinted glass as and where necessary. II) Using Coloured Anodised section

HATIMURIA DEVELOPERS PVT.LTD.

Gitamoni Saikia