Reconstruction of boundary wall east side of gate no 1 at IIIT A

Amount

Tender for reconstruction of boundary wall east side of the gate no.-1 at IIIT-A ( As per Tender documents Annexure-III (BOQ))

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kind of soil. (DSR-2018, No. 2.6.1

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 M. DSR-2018, No. 2.25

Extra for every additional lift of 1.5 m or part there of in. DSR-2018, No. 2.26. All kinds of soil. DSR-2018, No. 2.26.1

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) DSR-2018, No. 4.1.10

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) DSR-2018, No. 5.2.2

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. DSR-2018, No. 5.9.1

Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR-2018, No. 5.9.5

Columns, Pillars, Piers, Abutments, Posts and Struts. DSR-2018, No. 5.9.6

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto & above plinth level. DSR-2018, No. 5.22.6 Thermo-Mechanically Treated bars.

12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand), DSR-2018, No. 13.4.1

15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) , DSR-2018, No. 13.5.1

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm). DSR-2018, No. 13.46.1

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar DSR-2018, No. 15.7.4

Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar. DSR-2018, No. 15.8.3

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand), DSR-2018, No. 6.1.2

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) (Brick Shall be Supplied by Department) MR

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. DSR-2018, No. 15.18

CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking,Lime, moorum, building rubbish upto 2 km, DSR-2018, No. 1.1.1

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose.The payment will be made once irrespective of duration of scaffolding. DSR-2018, No. 14.72

EASTERN CONSTRUCTION CO.

Sai Enterprises

Arun Kumar

creative construction co.