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| 1 | Excavation in foundation in ordinary soil including lift up to 1.5 meter lead up to 30 meter including watering and ramming of excavated earth into plinth and removal and disposal in surplus earth as directed by the E/I. up to a distance of 30M from the foundation trenches.(S.I.251) |
| 2 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. The earth in form of cutting to be used as spoil banks within 50m distance as directed by the Engineer-in- Charge.+5.km.SI No. 253+253E |
| 3 | Sand filling in plinth including supply of necessary quantity of sand from ganga River including watering dressing etc. Labour and T & P etc. Required for proper completion of work.S.I.255 |
| 4 | P/L of cement concerete 1:4:8 with cement F. Sand & stone aggregate 40mm size curing complete I/C supply of all materials labour & T&P etc. required for proper completion of work ( S.I.273) |
| 5 | M-150 brick work in 1:6 with one cement and six coarse sand of 2.25 F.M mortar in foundation and plinth including supply of all materials labour T & P etc. Required for proper completion of the work as per( S.I.303)+ corse sand difrence. |
| 6 | Brick work in 1:6 super structure above plinth level upto floor two level (upto two storeys) including necessary cutting and moulding of brick work as required and also including honey combed brick in thickness of wall more than 12 cms.SI No. 309 |
| 7 | Brick work in 1:4 cement & c/sand mortar in S.S half brick thick wall .SI No.310A |
| 8 | R.C.C. Work in 1:1.5:3 in Raft foundation…Complete.Ch-05 S.I.21 |
| 9 | R.C.C. Work in 1:1.5:3 in Columns …Complete.S.I.289 |
| 10 | R.C.C. Work in 1:1.5:3 in slab…Complete.Ch-05 S.I.22 |
| 11 | RCC work in beam, lintels ,suspended floor , roofs, having balconies ,shelves chajjas, bands, staircase and spiral staircase above plinth level up to floor five level , including the cost of centering , shuttering finishing and eeinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size.) ch-05 sn-24 |
| 12 | R.C.C. Work in 1:1.5:3 in Wall foundation…Complete.Ch-05 S.I.23 |
| 13 | M.S.(For steel or plain)in plain work such as R.C.C or R.B.work including bending for proper shape and supply of steel & its wastage bend,hooks and authorized overlapping cost of binding wire(S.I.504) |
| 14 | Laying 10 cm thick P.C.C. floor finished with floating coat of neat cement in 1:2:4.SI No. 665 |
| 15 | Mild steel and iron work of small size and section such as holding down woods, hold fasts tierods, grating, etc. (When not included in and over all rates) brought to required form including supply of steel and its wastage including cost of bolts, nuts if required for proper completion of work including fabrication of holes in door chaukhats and nosing .SI No.502 |
| 16 | Mild Steel Iron Grill & Staircase railing of a approved qualitiy and drawing including supply of all materials, fabrication, labour, T&P in all respect as per direction of Engineer-in-charge for proper completion of work at site.Ch no.10 Slno.21 |
| 17 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto300 mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement : 4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge.With average thickness of 120mm and minimum thickness at khurra as 65 mm.DSR 2023 ITEM-22.7.1 |
| 18 | Supply and fixing rolling shutters of approved make made of 80×125mm cold rolled M.S.latch locked through out their entire length and mounted on specially deigned pipe shall with brackets side guides and arrangement for inside and out side locking with push and pull operation complete but excluding the cost of top cover and springs(S.I.520) |
| 19 | P/fixing of 27.5 cm long wire spiring. SI No.521 |
| 20 | P/Fixing of Top cover for rolling shutter.SI No. 522 |
| 21 | P/Fixing of 3.7 mm thick glass panes with C.P. Teak wood beading and felt as directed by Engineer-in-charge instead of putty and brad including cost of all materials, labour and T&P etc. required for proper completion of work.. SI No. 410 |
| 22 | Supply and fixing of 10cm. Internal dia A.C. down pipes complete with roseheads, bends M.S. clamps 2.5cm x 3mm. Fixed to wall by 15cm. Long 6mm dia nails and including repairs of plaster pointing etc. if damaged during fixing of the pipes including cost of all materials, labours, tools and plant etc. required for proper completion of work.SI No.730 |
| 23 | 12 mm thick cement plaster single coat on fair side of single of half brick wall for interior plastering including supply of all materials labour tools & plants required for proper completion of work 1.4 cement and coarse sand Ch No. 13 Sl No.13.4 |
| 24 | 15mm thick plaster same as per item No.(20) but with 1:4 (one cement and four coarse sand) mortar including supply of all materials labour tools & plants requires for proper completion of work.(Chap 13 Item SL No. 13.5 |
| 25 | 6mm Celling plaster 1:3 (1 cement: 3 fine sand) cement & fine sand in F.M. not less than 1.25, 1:3 including chiping of RCC surface before ceiling plaster. The cost of including all material, labour T&P and scafolding etc. complete. SI No. 13.16 |
| 26 | 20 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with 3mm thick floating coat of neat cement. SI No. 13.9 |
| 27 | Finishing walls with exterior emulsion paint (Apex) of approved brand and manufacture and of required shade on undacorated wall surface to give even shade over 1.25 Lar/10sqm including one coat of primer applid 0.75Ltr/10sqm coat curing and cost of all material, labour, T&P etc. required for proper completion of work.for two coat.Ch No. 15 Sl No.35 |
| 28 | Distempering (two coat) with oil bound distemper of approved brand and manufacture and of required shade on undercoated wall surface to give an even shade over & including a priming coat with cement primer of approved brand and manufacture such as Berger, J&N, Shalimar, Asian, paints after thoroughly brushing the surface free from mortar droppings and other foreign matter and also including preparing the surface even with plaster of approved synthetic material and sand papered smooth including cost of all materialsoil bond Distempring two coat . SI No. 645+650 |
| 29 | Finishing walls with Putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour, T&P etc. required for proper completion of work.Ch No.15 Sl No.31 |
| 30 | Applying priming coat after two coat over new steel and other metal surface upto 10cm. In width or girth or small not exceeding 0.10 Sq.M. area after and including preparing the surface by thoroughly clearing oil, grease, dirt and other foreign matter and scoured with wire brushed, fine steel/wood. Scrapper, sand papering and knotting including cost of all materials, labour T&P etc. required for proper completion of work..SI No.641+642+19.29 |
| 31 | Providing and injecting chemical for pre-constructional anti-termite treatment and creating and chemical barrier under and around the coloumn pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc, complete (plinth area of the building at ground floor only shall be measured as per I.S 6313(part II1981) Aldrine emulsifiable concentrate or any other approved material such as Hepthachlor of Chlordane will be used. The rate of application of chemical emulsion shall be as follows. :-(1) Treatment for masonry and foundation 5 liters per Sq.M Ch No. 8 Sl No.1 |
| 32 | Making grow 10 to 12 mm wide x 8 mm deep in plaster of the wall or in ceiling vertically or horzintally as required..SI No. 598(1) |
| 33 | Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 |
| 34 | Providing, laying , spreading and compacting 45-63 stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical specification clause 405. |
| 35 | Providing, laying , spreading and compacting 22.4-53 mm stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber applying brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical specification clause 405. |
| 36 | Providing and applying Primer coat ( low porosity) with Bitumen emulsion (SS-1) on prepared granular base including cleaning of road surface and spraying primer @ 0.70 Kg/sqm using mechancial means as per Technical specification. Clause 502 |
| 37 | Providing and applying tack coat with Bitumen VG-30 at the rate of @ 0.35 Kg on prepared bituminous. surface cleaned with Hydraulic broom as per Technical specification clause.503 |
| 38 | Providing and laying dence graded bituminous macadam with 100-120 TPH Batch HMP providing an average output of 75 tonne per hour using crused aggregate of specific grading pemixed with bituminous binder @ 4.0% to 4.5% by waight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required graded lavel and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications clause 507 complete. |
| 39 | Providing and laying 3 cm thick dence graded bituminous Concrete with 100-120 TPH Batch HMP providing an average output of 75 tonne per hour using crused aggregate of specific grading pemixed with bituminous binder VG-30 @ 5.4% by waight of total mix and filler transporting the hot mix to work site laying with a hydrostatic paver finisher with sensor control to the required graded lavel and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications clause 509 complete. |
| 40 | Providing and Laying of interlocking concrete block pavement having thickness 80mm as per drawings and techical specification Clause 1504(Excluslve G.S.B)Mord 1500(6.7) |
| 41 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete sn 708 |
| 42 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. Sn 706 |
| 43 | Maintainance of Internal road 2.50% Please Enable Macros to View BoQ information |
