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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 | 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) |
| 3 | M-150 brickwork in 1:6 with one cement and six coarsesand 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. |
| 4 | 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 |
| 5 | Brick work in 1:3 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. 307+309+310A |
| 6 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) CH-5 SI 21 |
| 7 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) CH-5 SI 5.4 |
| 8 | Cement concrete in 1:2:4 cement , c/sand & stone grit. |
| 9 | 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+253D |
| 10 | 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 |
| 11 | Cement concrete in 1:2:4 cement , c/sand & stone grit.SI No. 279A |
| 12 | Providing and laying of 3 mm thick neat cement floating coat Neat cement punning. |
| 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 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 2023 Item-10.252 |
| 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 & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with: |
| 18 | P/fixing of 32 mm thickflush doors, commercial quality conforming of 1.S. 2202 part-1 (1983) including ISI marked oxidized iron fitting with screws, Bolt Hinges, Handles, Siliding bolt, Door Stopper and tower bolt etc. SI No. 470 B |
| 19 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. DSR 2023 Item-10.6.1 (80x1.25 mm M.S. laths with 1.25 mm thick top cover ) |
| 20 | 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 |
| 21 | 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 |
| 22 | 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 |
| 23 | 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 |
| 24 | 20 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with 3mm thick floating coat of neat cement. SI No. 13.9 |
| 25 | 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 |
| 26 | 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 |
| 27 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. Ch-16 si-17 |
| 28 | 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 |
| 29 | Cement concrete flooring 1:2:4 laid in one layer finished with floating coat of neat cement (40 mm thick floor). .SI No. 665 |
| 30 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick DSR 2023 item 11.13.1 |
| 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 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. Sr 598 |
| 33 | 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) Applyinga slurrycoat ofneat cementusing 2.75 kg/sqmofcementadmixedwithwaterproofingcompound conforming to IS 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.b)Layingbrickbatswithmortarusingbrokenbricks/brickbats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement: 5 coarse sand) admixed with water proofing compound conformingtoIS :2645 andapprovedbyEngineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabsc)Aftertwodaysofpropercuringapplyingasecondcoatof cement slurry using 2.75 kg/sqm of cement admixed with water proofingcompoundconformingtoIS:2645andapprovedby Engineer-in-charge. d)Finishingthesurfacewith20mmthick jointlesscementmortarofmix1:4(1cement:4coarsesand) admixed with water proofing compound conforming to IS : 2645 andapprovedbyEngineer-in-chargeincludinglayingglassfibre clothofapprovedqualityintoplayerofplasterandfinally finishingthesurfacewithtrowelwithneatcementslurryand making pattern of 300x300 mm square 3 mm deep. e) The whole terracesofinishedshallbefloodedwithwaterforaminimum periodoftwoweeksforcuringandforfinaltest.Allabove operations to be done in order and as directed and specified by the Engineer-in-Charge.Withaveragethicknessof120mmandminimumthicknessatkhurra as 65 mm. DSR 2023 Item 22.7.1 |
| 34 | Construction of granular sub-base by providing well graded material, mixing in a uniform layers with motor graded on prepared surface mixing by mix in place method with rotavator at omc,and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 |
| 35 | 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. |
| 36 | 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 3 as per Technical specification clause 405.(3) By manual means. |
| 37 | CEMENT CONCRETE PAVEMENTconstruction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30 (grade) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (approved Quarri grit) |
| 38 | Providing and Laying ofinterlocking concrete block pavement having thickness 80mm as per drawings and techical specification Clause 1504(Excluslve G.S.B)Ch No.26 iten no.22 |
| 39 | Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and trimming of grass and weeds etc mentioned in GO No. 55 12022/187/23-9-2022-02 Nabard / 2021 Dt 28.04.20022 & Enc lettere no 14 BDD-1 (NH)/40 MT-11/ 2024dated 03.01.2024 subjected to approval from Govt. Maintence of Ist year after completion of work @ Zero % of total work amount ofMaintainance of first Year (@ 0.00% of Total Work Amount of PC Area) |
| 40 | Maintainance of Fourth Year Total work amount of interlocking/C.Cwork |
| 41 | Maintainance of Fifth Year Total work amount of interlocking/C.C. work |
