Construction of Parking Shed and Godown at Basugaon Municipal Board office premises, Ward No. 1, Basugaon Town.

Amount

2.6. 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-in-charge. 2.6.1. All kinds of soil

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

4.1. Providing and laying in position cement concrete of Cu. specified grade excluding the cost of centering and m shuttering - All work up to plinth level: 4.1.5. 1:3:6 (1 Cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size)

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levels. 22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

5.9. Centering and shuttering including strutting, propping etc. and removal of form for: 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. 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): 3 graded stone aggregate 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)

11.5. 62 mm thick cement concrete flooring with concrete Sq. m hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Sqm

10.2. Structural steel work riveted, bolted or welded in built up Kg sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

12.1. Providing corrugated G.S. sheet roofing including vertical Sq. m / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.12.1.3) 0.63 mm thick with zinc coating not less than 275 gm/m2

11.6. Cement plaster skirting up to 30 cm height, with cement Sq. m mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement. 11.6.1) 18 mm thick

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

13.62. Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.62.1. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture sqm 177.15

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)

2.27. Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

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 of class designation 7.5

11.5. 62 mm thick cement concrete flooring with concrete hardener Sq. m topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Sqm

5.1. Providing and laying in position specified grade of reinforced Cu.m 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): 3 graded stone aggregate 20 mm nominal size

12.1. Providing corrugated G.S. sheet roofing including vertical / Sq. m curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 12.1.3) 0.63 mm thick with zinc coating not less than 275 gm/m2

2.1. Earth work in surface excavation not exceeding 30 cm Sq. in depth but exceeding 1.5 m in width as well as 10 sqm m on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: 2.1.1. All kinds of soil

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

4.1. Providing and laying in position cement concrete of Cu. specified grade excluding the cost of centering and shuttering - All work up to plinth level: 4.1.5. 1:3:6 (1 Cement: 3 coarse sand (zone-III): 6 graded stone aggregate 20 mm nominal size)

5.1. Providing and laying in position specified grade of Cu. reinforced cement concrete, excluding the cost of m 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): 3 graded stone aggregate 20 mm nominal size

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 centering, shuttering, finishing and reinforcement: 5.2.2 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size)

5.9. Centering 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

5.22. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level5. 22.6. Thermo-Mechanically Treated bars of grade Fe-500D or more.

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)

2.27. Supplying and filling in plinth with sand under Cu. floors, including watering, ramming, consolidating and dressing complete.

6.13. Half brick masonry 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 6.13.2. Cement mortar 1:4 (1 cement :4 coarse sand) s

11.5. 62 mm thick cement concrete flooring with Sq. concrete hardener topping, under layer 50 mm m thick cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. Sqm

13.4. CEMENT PLASTER (IN COARSE SAND) 12 mm Sq, 181.44 cement plaster of mix: 13.4.1) 1:4 (1 cement: 4 coarse sand)

13.80. Providing and applying white cement based putty Sq. of average thickness 1 mm, of approved brand and m manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

13.83. Wall painting with premium acrylic emulsion paint Sq. 181.44 121.55 of interior grade, having VOC (Volatile Organic m Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. 13.83.2. Two coats

11.6. Cement plaster skirting up to 30 cm height, with Sq. cement mortar 1:3 (1 cement: 3 coarse sand), m finished with a floating coat of neat cement. 11.6.1) 18 mm thick

10.2. Structural steel work riveted, bolted or welded in Kg built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

10.60. Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 part 1 and M.S. top cover of required thickness for rolling shutters. 10.60.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover

3.4. Construction of embankment with approved material obtained from Cu. borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301. (1) From Private Land.

4.1. Granular Sub-base with Well Graded Material (Table 400.1)( A )By Sq. 12.18 Mix in place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401

4.7. II WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.Il Cu. 6.09 Providing, laying, spreading and compacting stone aggregates of m specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing packing, rolling rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 A. By Manual Means

4.7.(iii). III. WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.Ill Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as perTechnical Specification Clause 405 (A)By Manual Mean

6.7. (A)Interlocking pavement block (1)Providing and laying Sq. M 81.20 interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. ( a )Including Edge block/ Edge restraints

SRI BIBEKANANDA DEY