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| 1 | Earth work in excavation by Mechanical Means (Hydraulic Excavators )/ Manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and for all lift as perdirection of Engineer-in-charge by in charge - all kinds of soil |
| 2 | Desilting the canal by removing silt, slushand debries from the bed of the drain removing the grass , bushes etc., complete in unhygenic and foul condition including disposal of the same within an average lead of 1KM without polluting the environment by mechanical means. |
| 3 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diametre and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete (Length of pile forpayment shall be measured upto to the bottom of pile cap) -300 mm dia piles |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns,piers, abutments, pillars, posts,struts, buttresses, stringor lacing courses, parapets, coping,bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. upto floor five level, excluding the cost of centering ,shuttering and finishing -1:3:6 (1 cement : 3 fine aggregate : 6 graded stone aggregate20mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 fine aggregate : 10graded stone aggregate 40mm nominal size) |
| 6 | Centring and shuttering including strutting, propping etc.and removal of form for: Foundations, footings, bases of column |
| 7 | Centring and shuttering including strutting , propping etc. andremoval of form work for - retaining walls, return walls, walls(any thickness) including attached pilasters, buttresses, plinthand string courses fillets, kerbs and steps etc |
| 8 | Centering and shuttering including strutting , propping etc and removal of form for - Lintels , beams , plinth beams , girders , bressumers and cantilevers |
| 9 | Centering and shuttering including strutting , propping etc and removal of form for - Columns , Pillars , Piers , Abutments , Posts and Struts |
| 10 | Providing and laying in position specified grade of reinforced cement concrete , excluding the cost of centering , shuttering ,finsishing and reinforcement - All work upto plinth level 1:1.5:3 (1cement : 1.5 fine aggregate : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns , pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement : 1.5 fine aggregate : 3 graded stone aggregate 20mm nominal size) |
| 12 | Brick work with common burnt clay F.P.S (non modular ) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 ( 1 cement : 6 fine aggregate) |
| 13 | Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:4 (1 cement : 4 fine aggregate) |
| 14 | Removal and disposal of Agayathamarai and other water plants from the water bodies like rivers, lakes, ponds and channels etc,. The rate shall include all charges for tools and plants and labour required for removal of Agayathamarai and disposal within a initial lead of 50m and lift up to 1.50m as directed by the Engineer-in -charge. |
| 15 | Supplying and filling in plinth with river sand under floors,including watering ,ramming consolidating and dressingcomplete |
| 16 | 15mm cement plaster on the rough side of single or half brick wall of mix - 1:4 (1cement : 4 fine aggregate) |
| 17 | 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine aggregate) |
| 18 | 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 @ 0.90 litre / 10 sqm |
| 19 | Steel reinforcement for R.C.C work ready to use \"cut and bend\" rebars of approved make from factory / workshop to construction site including placing in position and binding allcomplete above plinth level - Thermo- mechanically treated bars of grade Fe-500D or more |
| 20 | Providing and laying 63 mm thick factory made rubber moulded hydraulic pressed paver block made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand , filling the joints with fine aggregate etc. all complete |
| 21 | Providing and fixing hand rail of approved size by welding etc.to steel ladder railing, balcony railing,staircase railing and similar works, including applying priming coat of approvedsteel primer - M.S.tube |
| 22 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 23 | Supplying and filling with red earth (excluding rock) including cost and conveyance to the work site and stacking to the departmental gauge , spreading in layers not exceeding 20cm in depth , watering and consolidation using 0.5 tonne roller , or wooden or steel rammers etc. complete for making play fields , running tracks and court yards |
| 24 | Filling available excavated earth (excluding rock) in trenches plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming andwatering, lead upto 50m and all lift |
| 25 | Maintance for Five Years Mazdoor (uprooting of vegetation in the pond for cleaning and dewatering etc.,) |
| 26 | Front end loader (JCB) (Sludge, disposal, desailting the inlet and outlet etc.) |
| 27 | Maintainence for plastring and painting for instruction of Engineer-in chargeRepairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq.metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground as per direction of Engineer-in-charge - with cement mortar 1:4 (1 cement : 4fine aggregate) |
| 28 | Finishing walls with water proofing cement paint of required shade- Old work (one or more coats @ 2.20 kg/10 sqm) complete |
