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| 1 | SCHEDULE ‘A’ PART - I (Construction of boundary wall Drg No. SPR/Engr/162 sheet 01/01).Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 moutside the periphery of the area cleared. |
| 2 | Felling trees of the girth (measured at a height of 1 m above groundlevel), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. |
| 3 | Earth workexcavation by mechanical means (Hydraulic excavator)/Manual means in fdn trench n exc 1.50 mtr deep & wide including dressing of sides and ramming of bottoms, lift upto 1.5 mall kinds of soil. |
| 4 | M/L for 1:4:8 type D-02 in fdn filling at wall concrete. |
| 5 | 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 :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Reinforced cement concrete work in walls (any thickness), includingattached 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 andreinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 7 | 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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars. |
| 12 | 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). |
| 13 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand). |
| 14 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 15 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire. |
| 16 | Painting with aluminium paint of approved brand and manufacture to give an even shade .Two or more coats on new work With ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel galvanised iron/ steel works. |
| 17 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer. |
| 18 | SCHEDULE ‘A’ PART - II (Construction of footpath & foot steps with hand railing- 800 Sqm).Earth work in surfaceexcavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. |
| 19 | Providing and laying 63 mm to 45 mm size stone agg and compacting stone agg. |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 21 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Dark shade pigment using ordinary cement. |
| 22 | Finishing walls with Premium Acrylic Smooth exterior paint on new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)with Silicone additives of required shade. |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand): |
| 24 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand). |
| 25 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in stair case. |
| 26 | SCHEDULE ‘A’ PART - III (Construction of Main gate).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. All kinds of soil. |
| 27 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)excluding the cost of centering and shuttering, all work up to plinth level. |
| 28 | 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 :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). |
| 29 | 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). |
| 30 | 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). |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 35 | 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). |
| 36 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)external wall. |
| 37 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. |
| 38 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 39 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture. |
| 40 | SCHEDULE ‘A’ PART - IV (Construction of 03 Nos Steel gate)Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 41 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture. |
| 42 | SCHEDULE ‘A’ PART - V (Construction of 02 Nos Hard standing).Earth work in surfaceexcavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed in all kind of soil. |
| 43 | Supplying and stacking at site of 90 mm to 45 mm size stone aggregate. |
| 44 | Supplying and stacking at site of 63 mm to 45 mm size stone aggregate. |
| 45 | Supplying and stacking at site of Stone screening 13.2 mm nominal size (Type A). |
| 46 | Supplying and stacking at site of Moorum. |
| 47 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 48 | Providing and laying in position Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
| 49 | Providing and laying in position bitumen hot sealing compound for expansion joints etc., using grade \"A\" sealing compound. |
| 50 | SCHEDULE ‘A’ PART - VI (Construction of Retaining wall alongwith 2.5 mtr ht). Earth work in excavation in fdn trenches incl dressing of sides and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m in all kind of soil. |
| 51 | Providing and laying in position cement concrete of specified grade with cement mortar 1:4:8 (1 cement :4 coarse sand :8 graded stone agge 40 mm nominal size) excluding the cost of centering and shuttering. |
| 52 | Providing and laying 50 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand :4 graded stone 20 mm nominal size agg) excluding the cost of centering and shuttering. |
| 53 | Providing and constructing of RR masonry wall with hard stone in foundation and superstructure incl leveling up with cement concrete 1:6:12 (1 cement:6 coarse sand: 12 graded stone agg 20mm nominal size) with CM 1:6 (1 cement : 6 coarse sand). |
| 54 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 sand) with raised and cut pointing. |
| 55 | Providing and fixing on wall unplasticised rigid PVC pipes 75 mm diaweep holes. |
| 56 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates etc., including hoisting and setting in position with CM 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20mm nominal size). |
| 57 | Dry stone pitching 22.50 cm thick incl supply of stones and preparing surface complete. |
| 58 | Centering and shuttering incl strutting, propping etc complete and removal of form work for copping. |
| 59 | SCHEDULE ‘A’ PART - VII (Schedule of cradit items).Unserviceable Steel work welded in built up sections/ framed work, old gates incl dismantling works |
| 60 | Sch of credit for old Angle iron post & strut including dismantling. complete. |
| 61 | Sch of credit for old chain link fencing including dismantling etc complete |
| 62 | Sch of credit for old barbed wire including dismantling etc complete |
| 63 | Sch of credit for old flat iron strip including dismantling etc complete |
