Construction of Auditorium Building at Tingkhong, Dibrugarh (Phase-I)

Amount

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.(a) In Ordinary soil

Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered) a)Upto depth 1.5 m

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.

ANTI-TERMITE TREATMENT-Pre construction anti - termite treatment at the bottom of foundation pits and walls on either side up to a height of 300mm from bottom of the excavation made for column plinth beam, wall, trenches etc. by applying the emulsion @ 5 (five) litres per square meter of the surface area before starting construction work (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete. b) with aqueous emulsion having concentration 1:499 with Premise 350 SC (Imidachloprid 30.5% SC) and water, i.e. 0.07% solution.

Pre construction anti - termite treatment by applying in the entire levelled area after plinth filling and before laying floor by applying the emulsion @ 5 (five) litres per square meter of the surface to be spread with light rodding so as to ensure proper absorption by the filled up earth (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.b) with aqueous emulsion having concentration 1:499 with Premise 350 SC (Imidachloprid 30.5% SC) and water, i.e. 0.07% solution

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).(c) In prop 1cement: 5 sand :10 coarse aggregate by volume

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) 50thick

Providing and laying 25mm thick damp proof course with cement concrete in prop 1:1.5:3 with graded stone agg. of 10mm down nominal size including providing approved damp proof admixture in proportion as recommended by the manufacturer including curing etc. complete as directed.

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) in SUB structure up to plinth level M25 Mix

In Superstructure above plinth levelii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing. Using M 25 Mix

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.using 25mm thick

Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. Using 25 mm thick

Providing form work of 12mm thick Plywood Board so as to give a rough finish including centering, shattering, 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:Columns, Pillars, Posts & Strut of square/ rectangular/ polygonal in plan or any shape like Tee/L etc. having plane vertical face

.Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.

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) TMT bar TATA/ SAIL

Sanitary Installation. Maximum Amount: Rs 613592.00. [Rate should be quoted above/below in percentage basis/As per. For example: If one quotes rate 1% above, then the rate will be 1.01 and if one quotes rate 1% below, then the rate will be 0.9]

Internal water supply Installation. Maximum Amount: Rs 383495.00. [Rate should be quoted above/below in percentage basis/As per. For example: If one quotes rate 1% above, then the rate will be 1.01 and if one quotes rate 1% below, then the rate will be 0.9]

Internal electrification. Maximum Amount: Rs 690291.00. [Rate should be quoted above/below in percentage basis/As per. For example: If one quotes rate 1% above, then the rate will be 1.01 and if one quotes rate 1% below, then the rate will be 0.9]

Externalelectrification. Maximum Amount: Rs 306796.00. [Rate should be quoted above/below in percentage basis/As per. For example: If one quotes rate 1% above, then the rate will be 1.01 and if one quotes rate 1% below, then the rate will be 0.9]

Concealed Wiring . Maximum Amount: Rs 57524.00. [Rate should be quoted above/below in percentage basis/As per. For example: If one quotes rate 1% above, then the rate will be 1.01 and if one quotes rate 1% below, then the rate will be 0.9]

Motor pump Incuding energisation . Maximum Amount: Rs 38349.00. [Rate should be quoted above/below in percentage basis/As per. For example: If one quotes rate 1% above, then the rate will be 1.01 and if one quotes rate 1% below, then the rate will be 0.9]

Fire Hydrant . Maximum Amount: Rs 191747.00. [Rate should be quoted above/below in percentage basis/As per. For example: If one quotes rate 1% above, then the rate will be 1.01 and if one quotes rate 1% below, then the rate will be 0.9]

PABITRA SAIKIA