Construction of 20 Bedded Hospital at Khasibari under Gossaigaon Sub-Division at Kokrajhar District. TN No.33_01

Amount

DISMANTLING 15.3 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.

15.7 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. 15.7.4 In cement mortar

15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead 15.12.1 Of area 3 sq. metres and below

15.14 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead : 15.14.2 Of sectional area below 40 square centimetres

15.24 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead:

CIVIL WORKS 2.8 Earth work in excavation by mechanical mean (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 1 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 a 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) bricks o class designation 7.5

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering - All work upto 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-Mechanically Treated bars of grade Fe-500D or more.

9.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all com lete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.9 Cantering and shuttering including strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete

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

5.9.6 Columns, Pillars, Piers, Abutments, Posts and struts

5.1.2 1:1.5:3 (l cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

5.2 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 cantering, shuttering, finishing and reinforcement . 5.2.2 1:1.5:3(l cement : 1.5 coarse sand(zone-III) : 3 graded tone a e ate 20 mm nominal size)

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

DHILAN BASUMATARY

NABAJIT KUMAR BRAHMA