Repairing of damaged boundary wall at DCC Plant

Amount

Item Description/ Heading (CPWD- 2021)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil [IT no-2.6.1 , Pgno-92]

Supplying and filling in plinth with Jamuna sand under floors, including watering ramming, consolidating and dressing complete. [IT no- 2.27, Pgno-95]

Providing and laying 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) [IT no-4.1.5 , Pgno-107]

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) [IT no-5.1.3 , Pgno- 121]

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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) [IT no-5.2.2 , Pgno-121]

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [IT no-5.3 , Pgno-121]

Steel reinforcement for R.C.C. work including straightening, cutting bending, placing in position and binding all complete above plinth level. Cold twisted bars [IT no-5.22A.3 , Pgno-127]

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete [IT no-5.9.1, Pgno-123]

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers [IT no- 5.9.5, Pgno-123]

Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts [IT no-5.9.6 , Pgno-123]

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) [IT no-6.1.2 , Pgno-139]

DO - WITH OLD SERVICIABLE BRICKS vide WO no- SECL/DCC/…./305(T), dtd: 07/01/23 [IT no- , Pgno-]

Demolishing brick work manually/ by mechanical means including stacking of serviceable material - In cement mortar [IT no- 15.7.4, Pgno-310]

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) [IT no-13.4.1 , Pgno-278]

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. [IT no-2.25 , Pgno-95]

Half brick masonry with common burnt clay …. in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) [IT no-6.13.2 , Pgno-140]

Total impact of GST for the purpose of CTC

A G ENTERPRISE (BID ID -1142116)

The Morning Glory (BID ID -1137164)

R M CONSTRUCTION (BID ID -1139981)

M/s Aristo engieering co (BID ID -1140424)

TARA MAA ENTERPRISE (BID ID -1140443)