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| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, completeas per directions of Engineer-in-charge. |
| 2 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up inembankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :All kinds of soil |
| 3 | 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. |
| 4 | Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.All kinds of soil |
| 5 | Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 6 | 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.(felling of trees shall be done after neccesary permission/ approval of same has been granted by forest department) |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 10 | 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) |
| 11 | 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) : 3 graded stoneaggregate 20 mm nominal size) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | 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. |
| 16 | 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) |
| 17 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 18 | Steel work welded in built up sections/ framed work, includingcutting, hoisting,fixing in position and applying a priming coat of approved steel primer using structuralsteel etc. as required in gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 19 | 12 mm cement plaster of mix :1:6 (1 cement : 6 fine sand) |
| 20 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 fine sand) |
| 21 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 22 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 23 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 24 | Providing round the clock security guard without gun for watch & ward of Government premises and its all belongings by deploying neatly dressed security guards in 8 hour’s shift including necessary T&P like torch, lathi and uniform etc. complete,as per the direction of Engineer-in-charge.(One job means 8 hour’s duty). |
| 25 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 26 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 27 | 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.In cement mortar |
| 28 | Supplying at site : R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar nibs wherever required as per direction of Engineer-in- charge (cost of earth works in excavation, concrete works in foundation to be paid separately). |
| 29 | Fencing with R.C.C. post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post andcorner post shall be strutted on both sides and end post one sideonly, provided with horizontal lines and two diagonals of barbed wireweighing 9.38 kg per 100 metres (minimum), between the two postsfitted and fixed with G.I. staples on wooden plugs or G.I. binding wiretied to 6 mm bar nibs fixed while casting the post (cost of R.C.C.posts, struts, earth work and concrete to be paid for separately) :-Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire |
| 30 | Survey with high precise Total Stationinstrument fornewly acquired land along with officials of revenue department of state govt.Provision of two number MUV vehicles for transportation of personal and material, Supply of ample manpower to assist the team of officials like arrangement of total station equipment, provision of measurement tapes/chain, wooden pegs andmanpower for holding chain /measurement tapes, provision of temporary wooden pegs and permanent pegs with flags/ranging rods, etc. all complete as per direction of Engineer In charge. Note:- Survey work is to be done in coordination with officials of revenue department from State Govt. and also supervised by AAI, hence all necessary supports as per above items be provided |
| 31 | Survey with high precise Total Stationinstrument for preparing contour plan (three number contour maps with level sheet 3x3m grid ) by taking level at the spacing of every 3 meter or less in two mutual per pendicular direction keeping variation in level with in 3 meter including taking levels of benchmark , locating all existing main physical features (road crossing, culvert ,nallah, power line, bench mark of survey of india or such other bench mark submission of five sets of color printed digitized drawings printed by computer plotted and on reproducible medium like pendrive (3number), after approval of draft print , with field books duly signed , grid plans showing contors on not more than 1m interval on scale of 1cm= 10 m on A1 size sheet (549mmx841mm) or desired by EIC with standard title block approved.Preparation and drawing of L section , Cross section with plan of defined section on A-4 size sheet , L section and cross section at every 15 m interval. marking of FSL as per required gradient/ slope given by EIC. the output of final drawing shall be accepted in digitized form in floopy/ pendrive (3number)/ magnetic medium including one set color print on good quality white paper sheet , L section , cross section and plans on a vertical scale of 1cm=2m and horizontal scale 1cm=100m |
| 32 | Cleaning of chocked/blocked storm water drain i/c of any diameter and size i/c removal of mulba outside AAI premises as directed by EIC |
| 33 | Digging, picking, collecting and transporting of boulder stones and other garbage materials with the help of the JCB/manually and putting them in the available space near the DVOR site by the help of mechanical transport upto a lead of 5km . |
| 34 | Providing the services of labour (semi skilled) with all necessary T&P saftey tools etc. complete as per the directions of EIC. |
| 35 | Extra for making spikes in 12mm sq bar and welding the same over gate. (Cost/weight of steel used in square bar shall not be included and paid in corresponding item for steel work) |
