Uttar Pradesh State Industrial Development Authority Tender

(c) 3.0 - 4.50 M

Providing & laying cement concrete 1:4:8 (1 cement, 4 coarse sand, 8 grade stone ballast 40mm nominal size) including supply of all material, labour and T&P etc required for proper completion of the work and curing complete also including cost of form work in foundation & floors

First Class brick work in 1:4 with cement and coarse sand mortar in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work and as per directed by the Engineer-in-charge

Providing and laying cement concrete 1:2:4 (1 cement, 2 coarse sand, 4 graded stone ballast 20 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work and curing complete also including cost of form work in foundation & floors

12 mm thick cement plaster on walls in 1:4 cement and fine sand mortar (1 cement : 4 fine sand) .inclding cost of all materials, labour, T&P etc required for proper completion of the work.

RCC work with cement approved coarse sand and 2 cm (3/4") gauge approved stone grit in the proportion of 1:1.5:3 excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. (Binding wire cost being included in the item).

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks and supply of all materials, labour and T&P etc. required and as per directed by the Engineer -in charge for proper completion of the work.

Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.

Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm with minimum depth of 20 cm including preparing the bedding surface etc. all complete. (Payment for stone to be made separately)

75mm thick back filling for pitching including supplying of required materials and consolidation etc with moorum

75mm thick back filling for pitching including supplying of required materials and consolidation etc with stone aggregate 20 mm nominal size

75mm thick back filling for pitching including supplying of required materials and consolidation etc with stone aggregate 40 mm nominal size

Supply of JCB machine with POL & operator

Supply of Tractor & trrolly include driver & POL

Supply of Beldar (unskilled) Granolethic cutter / collie / mazdor

Earth work in excavation in cutting or in Embankment inordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment in 20 cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.50 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30.00 m distance and also including cartage of earth from out side of Industrial Area at a 10 km distance from Industrial Area including cost of all material labour T&P etc required for proper of the completion of the work.

Providing and laying of interlocking conrete block pavement having thickness 80mm as per drawings and technical specification clause 1504. (Exclusive GSB)

Providing and laying in position ready mixed or site batched design mix cement concrete Concrete of M25 grade with minimum cement content of 330 kg /cum for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc for mass concrete including supply of all material labour, T&P etc. required for proper completion of the work.

Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts etc. including supply of all material labour T&P etc. required for proper completion of the work.

Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers including supply of all material, labour, T&P etc. required for proper completion of the work.

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landing, balconies and access platform, including supply of all material, labour, T&P etc. required for proper completion of the work.

Centering and shuttering including strutting, propping etc. and removal of form for : Edges of slabs and breaks in floors and walls. Under 20 cm wide.

2.5cm thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2cm graded approved stone grit laid in panels finished with 4mm (1/8") floating coat of neat cement or cement and including 8 cm thick base concrete consiting of cement fine sand of 1.25 FM and brick ballast 4 cm gauge in the proportion of 1:4:8 & removing and overlapping mortar at the pannels if any and giving them uniform finish, including supply of all materials, labour, T&P etc. required for proper completion of the work.

Providing and fixing glass strip of 3mm thickness & 22mm deep in joints of floors, flush with floor levels including supply of all materials, labours T&P etc.required for proper completion of the work.

Providing & laying "brick bat coba" 100 mm thick laid with M-150 class brick bat coba 7.50 cm thick with gap of 15 mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreding cement slurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be monotythic plaster wall upto 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand and masonry coba with top finishing plaster mixing with acetic water proofing compound @ 2% by weight & including supply of all material labour T&P erc.required for proper completion of the work..

12 mm thick plaster with cement mortar in proportion of 1:3 cement & fine sand of 1.25 FM. Extra labour plaster done in ceiling.

Finishing wall with water proof cement paint of approved make and quality on new work with 3 coats to give an even shade including supply of all materials, labor T&P etc required for proper completion of the work.

Laying and fixing of NP-3 Hume Pipe (900 mm dia) in proper position as directed by E/I including cartage of pipes / collars upto 30m distance (labour only) excluding cost of pipes / collars

Providing and fixing chlorinated polyvinyl chloride 20 mm nominal dia (CPVC) pipes having thermal stability for hot & cold water supply including all cpvc plain & brass threaded fittings this includes jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer-in-charge. External work