Construction of Administrative Building (G plus 2) at Fakiragram College, Fakiragram in Kokrajhar District. 519_1

Amount

2.8. Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.

16.12. Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete 16.12.1. With common burnt clay F.P.S. (non modular) brick of class designation 7.5

4.1. Providing and laying in position cement of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 4.1.10 1:5:10 (1 cement : 5 coarse sand (zone-III) Derived from natural sources :10 graded stone aggregate 40 mm nominal size derived from natural sources)

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending placing in position and binding all complete upto plinth level. 5.22.6. Thermo- Mechanical Trealed bars of grade Fe-500D or more.

5.22 A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.9. Centering and shuttering Including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.

5.9.3. Suspended floors, roofs, landings, balconies and access platform

5.9.5. Lintels, beams, plinth beams, girders, bressumers and cantilevers

5.9.6. Columns, Pillars, Piers, Abutment, Posts and Struts

5.1.Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level : 5.1.2 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)

5.2. 5.2 Reinforced cement concrete work in walls (any thickness), including attached plasters buttresses, plinth and string courses, fillets, columns, pillars, plers, abutments posts and struts etc. above plinth level up to floor five level, excluding cost of centering shuttering, fishing and reinforcement: 5.2.2 1:1.53 (1 coment: 1.5 coarse sand zone-III):3 graded store aggregate 20 mm nominal size)

5.3. Reinforced cement concrete work in beame, suspended foors, rools having slope up to 15 landings, balconies, shelves, chajes, lintels, bande, 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 1:1.53 (1 cement: 1.5 coarse sand zone-III) defived from natural sources 3 graded stone aggregate 20 mm nominal size derived from natural sources.

6.1. Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement: 4 coarse sand).

2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.

4.10. Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nomina size derived from natural sources)

6.12. Half brick masonary with common burnt clay F.P. S. ( non moudar) bricks of class designation 7.5 in foundations and plinth in : 6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand)

DHANANJAY BASUMATARY

DHILAN BASUMATARY