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| 1 | Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. (PWD 251) |
| 2 | Boring with hydraulic pilling rigs with power units,Provinding and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete ,to carry a safe working load not less than specified ,excluding the cast of steel reinforcement but including the cast of boring with bentonite solution and the lenth of the piles to be embedded in pile cap etc. all complete (Lenth of pile for payment shall be measured upto the bottom of pile cap)DSR-20.3,300mm Dia piles 20.3.1 (DSR 20.3) |
| 3 | Extra over single under ream for providing additional bulb in under reamed piles ,under specified dia meter(Only the quantity of extra bulbs are to be paid) DSR-20.4,300mm Dia piles 20.4.1 |
| 4 | Filling of carted earth. (5KM Cartage+(PWD253 Unloading) |
| 5 | Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.(S.I. No. 281) |
| 6 | Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand.Si no.255 |
| 7 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturer\"s standard dilution) (S.I. No. 360) |
| 8 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:2:4 in Slab of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. |
| 9 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:2:4 in Beam excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. |
| 10 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. (S.I. 285) |
| 11 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:2:4 in Raft Foundation excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. |
| 12 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.50:3 in Slab/T Beam slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. |
| 13 | R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 (Mix Concrete) in Column ( excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200. |
| 14 | Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. |
| 15 | M150 brick work in 1:4(1 cement and 4 coarse sand)in Foundation ,including necessary cutting and moulding of brick as required and also including honey comb brick work. thickness of wall not be less than 1.5 brick thick,at extra labour at above item. including supply of all materials, Labour and T&P etc. Required for proper completion of the work and complete.(S.I. No 305b) |
| 16 | Providing and laying damp-proof course 25 mm thick with approved coarse sand 1:2 cement concrete and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturer. |
| 17 | Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 18 | M150 brick work in 1:4(1 cement and 4 coarse sand )above but in superstucture ,including necessary cutting and moulding of brick as required and also including honey comb brick work. thickness of wall not be less than 1.5 brick thick,at extra labour at above item. including supply of all materials, Labour and T&P etc. Required for proper completion of the work and complete.(S.I. No. 305B+309+310) |
| 19 | M150 brick work in 1:3(1 cement and 3 coarse sand )above but in Half Brick Masonary ,including necessary cutting and moulding of brick as required and also including ,at extra labour at above item. including supply of all materials, Labour and T&P etc. Required for proper completion of the work and complete.(S.I. No. 305B+309+310+310A) |
| 20 | P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. (S.I. No. 504) |
| 21 | Supply and fixing heavy size Iron work including supply of all materials, Labour and T&P etc. Required for proper completion of the work and complete. |
| 22 | Provieding & Fixing of Self Supported ARC Type Roofing with colour coated impoted galvalume sheet as per ASTM internatinal standars A792,basemertel thickness 1.00 mm and total 1.07 mmthick with tolerance+-1.02 mm of width coil 914 mm with tolerance+-2 mm ,coating mass AZ150,yield strength 350MPA including all complete in all repect with all fixing at site as per requirement of Engineer-in -charge |
| 23 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. (S.I. No. 502) |
| 24 | 12mm Thick Plaster 1:4 cement & Course Sand plaster or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1)1 cement : 4 Course sand.(S.I. No. 584) |
| 25 | Making grooves 10 to 12 mm wide x 8mm deep in plaster of the walls or in ceiling vertically or horizontally as required. |
| 26 | Plain Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick) Without base |
| 27 | P/L 25 mm thick Kota stone cm and above flooring over previously prepared base with 2 cm thick 1:4 cement and sand mortar including filling of joints with cement mixed with pigment required for matching the shade of floor as per direction of Engineer-in-charge including cutting polishing with wax polish including supply of all materials,labour and T&P etc. required for proper completion of the work. |
| 28 | Kota stone slabs 25mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 29 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing. (Fabrication of hold fast for door chaukhats and windows.) |
| 30 | Fabrication of grill / railing. |
| 31 | Fabrication of Z-section steel windows. |
| 32 | Fixing of Door, windows/ventilators chaukhats in position.(Ventilator chaukhats) |
| 33 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. |
| 34 | Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost ofall materials. |
| 35 | Finishing walls with Acrylic smooth exterior paint (new work) of approved make such asAsian Berger Apex Ultima quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.1.67ltr /10sqm (S.I. No. 13.47.1) |
| 36 | Extra for Kota Stone/Sand stone in treads of steps and risers using single length up to 1.05 metre (DSR2021-11.32) |
| 37 | Extra for pre finishing nosing in treads of steps of kota stone /sand stone slab(DSR2021-11.31) |
| 38 | Finishing walls with water-proofing on cement paint of approved make such as super snowcem, durrocem, robiacem, guttucem, supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white cement primer to give an even shade after thoroughly brushing the surface to powdered materials including curing and cost of all materials.(S.I. No. 660+661) |
| 39 | Painting & Varnishing on iron (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.(S.I. 641) |
| 40 | Cement concrete 1:2:4 (1 cement:2 coarse sand :4 graded stone aggregate 12mm nominal size for precast unitas bed block gap, pressed steel chaukhat filling and for hold fast M-15 concrete etc. including all materials, T&P. etc. complete. |
| 41 | Plain Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (50 mm thick) WITH Out BASE CONCRETE (SI NO.604a) |
| 42 | Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work. |
| 43 | Providing and laying \"brick coba\" 12mmthick laid with M.150 class brick bat coba7.50cm. Thick with gap of 15mm to each other.over 20mm. Thick base of cement morter 1:4cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with aerelic cement concrete waterproofing compound filed gaps of coba & top of cobamortar mixed with water proofing compoond.in 1:4 cement & coarse & morter finished smooth & top mashed false square 30cmX30cm.& side wall parapet shall be mono tythicplaster wall up to 30cm.higher & junction & corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T & P etc. com.for proper completion of work. |
| 44 | Supply and fixing rolling shutters of approved make of 80 x 125 mm (3\" x 18 gauge) cold rolled MS Lath inter locked through their entire length and joined together at the end by locks and mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete but Including the cost of top cover and spring.(DSR 10.6.1) |
| 45 | Providing and fixing 27.5 cm long wire spring grade 2 for rolling shutters.(S.I. 521) |
| 46 | Providing and fixing top cover for rolling shutters made of 18 gauge MS Sheet.(S.I. No. 522) |
| 47 | Providing and fixing ball bearing for rollong shutters.(DSR 10.7) |
| 48 | P/F 110 mm down pipe with all complete work(Chapter 1, S.No. 45(63) |
| 49 | P/L Dado plaster 20mm thick with all complete work (S.I. No. 597) |
| 50 | P/F in 2.80mm-3.70mm &25mm wide thick glass strips in joint with all complete work(Chapter 1 S.N. 34B) |
| 51 | Earthwork in cutting or in embarkment in ordinary soil, excavation to be in the form of regular pits not exceeding I/2 metre (20\"g in deptk and earthwork in embankment to be in 20 cm (8\") layers, including ramming & dressing the surface to required levels and slopes and also including 1.5 metre (5ffs) liíts and 30m. (100\") lead. The earth from cutting to be used in making embankment or to be deposited as directed by Engineer-in-charee. |
| 52 | WBM Grading- 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading I as per Technical Specification Clause 404 |
| 53 | WBM Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 Kn in stages to proper grade and camber, applying and brooming stone screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405 |
| 54 | WBM Grading - III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 Kn in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405 |
| 55 | Providing and applying primer coat with emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. |
| 56 | Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.30 kg to 0.40 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 57 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing By Hotmix plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. |
| 58 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat |
| 59 | (P.C.Work Item No. 51 T0 58) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.0% |
| 60 | (P.C.Work Item No. 51 T0 58) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.25% |
| 61 | (P.C.Work Item No. 51 T0 58) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 0.50% |
| 62 | (P.C.Work Item No. 51 T0 58)The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 0.75% |
| 63 | (P.C.Work Item No. 13 T0 19) The routine maintenance of above road work Including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 1.00% Please Enable Macros to View BoQ information |
