|
| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1.1) 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the Engineer-in-charge; for the following grades of concrete. All works upto plinth level :2.1) M-10 grade plain cement concrete (cement content considere @ 220 kg/cum) |
| 3 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for3.1) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 4.1) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.5.1) Hot finished welded type tubes |
| 7 | 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. 6.1) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 8 | 12 mm cement plaster finished with a floating coat of neat cement of mix :7.1) 1:4 (1 cement: 4 fine sand) |
| 9 | PaintingPainting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :8.1) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 10 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.9.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 11 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 Metre initial lead, for all leads including all lifts involved |
| 12 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 13 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineerin- Charge. |
| 14 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 15 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 16 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer -in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost). |
| 17 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour& pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 16.1) 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 18 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 19 | Correction factor 0.973 |
| 20 | Add Cost [email protected]% |
| 21 | Providing and fixing 6mm thick required colour multiwall poly carbonate sheet or brand GE Lexan or equivalent. The multiwalled poly carbonate sheet shall be fixed to tubular steel structure with aluminium Alcox section top & bottom profile and waterproof EPDM gasket on the both side of joint so as to make the whole structure water tight . The Alcox aluminium section shall be fixed on joints as well as two longitudinal ends of corridor to fix the sheet rigidly on steel frame structure .The waterproof EPDM gasket and aluminium profile shall be fixed with fixing sheet and sealed with silicon(winsil-20).The poly carbonate sheet and profile shall be fixed with self taping and self drilling 55 mm long steel screws not more than 30 mm centre to centre . The rate shall be inclusive of cost of all material and labour involved such as poly carbonate sheet,Alcox system aluminium profile and fixing sheet ,EPDM gasket ,self taping screws ,nuts bolts ,silicon sealant (winsil-20)or any other material required for fixing the sheet but excluding(the costof steel structure which shall be paid separately).The work shall be completed in all respect as per direction of engineer-incharge .Finished curved surface are of poly carbonate sheet shall be measured for the purpose of the payment,Nothing extra shall be payable for making curvature in poly carbonate sheets |
| 22 | Towards cost adjustment and credit to work for the dismantled material received from the respective items of work, such as steel, steel Reinforcement etc. & as per direction of Engineer-in-Charge (Dismantled materials shall be property of the agency, (Dismantled materials shall be property of the agency, which shall be cleared from the site of work for which no extra payment shall be made to the agency). (Contractor abatement/enhancement will not be applicable on this item.) Please Enable Macros to View BoQ information |
