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| 1 | 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. (DSR 15.7.4)Note:- Credit of Old Bricks of approximate 9400 nos shall be Deduted from Contractors Bill @ Rs. 4.50/brick and of brick bats approximate 12.50 cum @ 250/cum |
| 2 | Earth work in exccavation bby mechanical means (Surface excavator) manual means over area (exceeding 30 cm in depth 1.5 min width as well as 10 sqm on plan) including getting out and disoasla of excavated earth lead upto 50 m and for all lift, as directed by Engineer – in – charge. All kinds of soil. DSR. 2.6.1 |
| 3 | Providing and laying position cement concret of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III) derived form natural sources :10 graded stone aggregae 40 mm nominal size derived from natural sources) (DSR 4.1.10) |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 concrete to site of laying, curing, carriage for all lends: but excluding the cost of entering, shuttering, finishing and reinforcement as per direction of the engineer - in - charge, for the following grades of concreteNote: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately, in case the cement content in design mix is more the 1.10 times of the specified minimum cement content , the contractor shall have discretion to either re-design the mix or bear the cost off extra cementAll work upto plinth level 4.1 Concrete of M25 grade with minimum cement content of 330 kg/cm DSR 5.33.1.1 |
| 5 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg/cm DSR 5.33.2.1 |
| 6 | 6mm cement plaster of mix: 1:3 (1 cement : 3 fine sand ) DSR 13.16.1 |
| 7 | Centering annd shutering including strutting, propping etc. and removal of form for6.1 Foundations, footings, bases of columns, etc. for maas concrete DSR 5.9.1 |
| 8 | Walls ( any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 5.9.2 |
| 9 | 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. DSR 5.22.6 |
| 10 | 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. DSR 5.22A.6 |
| 11 | 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 and watering, lead up to 50 m and lift upto 1.5 m. DSR 2.25 |
| 12 | Preparation and consolidation of sub grade after loosening of the ground upto a level of 100 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction complete in all respect in all respects and to the entire satisfaction of the Engineer in charge. N.S. |
| 13 | Providing, laying, spreading and compacting granular sub base material 100mm thick compacted of natural sand, morrum, gravel crushed stone or combination thereof as per MORT&H specification confirming to clause 401 coarse graded grading – I as per table 400.2 of MORT&H specification, including spreading on the prepared sub grade with the help of motor grader or adequate capacity maintaining the requited slope and grade during operation, rolling with road roller 8-10 tone with the grade and cross fall (camber) to be checked and any high spot or depressing which becomes apparent, corrected by removing or adding fresh material, including cost of tools and plants, carriage of material from stacks, templates, barrier, lighting arrangement at night, chowkidar and maintenance of diversion etc. complete in all respect as per MORT&H specifications, density of GSB as laid 2 gms/cc complete in all respect and to the entire satisfaction of Engineer in charge. N.S. |
| 14 | Providing and fixing 60mm thick high density rubber moulded precast cement concrete pavers block grey /coloured/ designer polished (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M-35 duly ISI Marked including the cost of best quality colours and hardening agents. The paver should be complied with tensile strength and breaking load as per BIS 6717 latest edition and shall be tested against resistance to bear as per IS 1237 latest edition (specification for cement concrete floor tiles). The paver should be laid over a layer of 25mm thick screened sand to the required slope and requirement complete in all respect and to the entire satisfaction of Engineer-in-charge. N.S. Please Enable Macros to View BoQ information |
