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| 1 | Dismenteling of old tiles including stacking of dismentled material etc all complete work. |
| 2 | Earth work in Excavation in trenches for foundations pipes cables etc in ordinary soil (loan clay or sand) including lift up to 1.5 mtr lead up to 50 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in charge with in a distance of 50 mtr. |
| 3 | Exavating and filling of local earth (including royality) by mechanical transport upto a lead of 1 km also including ramming and watering of the earth in layers not exciding 20 cm in trenches plinth side of foundation etc all work |
| 4 | Providing and Laying Cement concrete (1:4:8, 1cement: 4 fine sand: 8 stone ballast nominal size 40 mm ) and curing complete, including cost of formwork in foundation and floors. |
| 5 | Providing and Laying in position ready mixed or site batched design mix cement concrete M-25 grade with minimum cement content of 270kg/ cum etc all work |
| 6 | Applying stamping finish to the top surface of freshly laid / reinforced cement concrete of specified grade in porticos sideealks, driveways pool decks and open yards as per direction the E/I |
| 7 | Providing and fixing of steel bollard etc all work |
| 8 | Providing and Laying PCC kerb stone drain of size 325x325x125 including all labour material T&P |
| 9 | Class - 150 Brick Work in (1:4 ) cement mortar in Foundation&plinth including supply of all Materials Labour and Tool & Plants etc,required for proper completion of the work. |
| 10 | 230 mm thk Class - 150 Brick Work in (1:4 ) cement mortar in Super structure including supply of all Materials Labour and Tool & Plants etc,required for proper completion of the work. |
| 11 | 12 mm thick cement plaster 1;4in single coat on Both side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth. |
| 12 | P/A wall putty of 1mm thick including all work |
| 13 | Finishing walls with water proofing cement paint of approved make and quality on new work with two coat to give an even shade. Including supply of all material, labour and T&P etc. required for proper completion of the work. |
| 14 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 15 | Providing and laying in position cement concrete of specified grade 1:4:8 (1 Cement : 4 coarse sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 16 | Construction of R.C.C. Electrical Chamber . |
| 17 | Construction of R.C.C. Telecom Chamber with DI Cover. |
| 18 | Construction of R.C.C. Telecom Chamber with PFRC Cover. |
| 19 | Supply& laying of 7-way, 40mm Multi Duct Path conforming to ASTM F 2160, ASTM D 2444, and equivalent Indian standards. The orange external sheath will be free from visual defects, with sub ducts arranged in a colour sequence of green, blue, yellow, brown, violet, grey, and red, viewed clockwise from the outer end. The ducts must be manufactured by TSEC-certified manufacturers using 100% virgin HDPE raw material. The sub ducts must have 3-layer design with colored outer, translucent middle layer and silicone lubricant inner layer with straight spiral ribs. The outer sheath will have anti-termite properties and a thickness of 1.2mm ± 0.2mm. Sub duct's wall thickness shall be 2.9 mm ± 0.3 mm (Excluding rib height). Push-fit couplers and end plugs will be provided every 100 meters, while ABS spacers will be used at 1.5-meter intervals. ISO Requirements: ISO 9001:2015, 14001:2015, and 45001:2018. The manufacturer's products must be CIPET tested to ensure adherence to quality and performance standards, and installation as per specification and direction of engineer in charge. |
| 20 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. (PN-6: Class PE-100) |
| 21 | 63 mm dia : PE-100 : PN 6 |
| 22 | Dismenteling of old tiles including stacking of dismentled material etc all complete work. |
| 23 | E/W cutting or ion embankment in ordinary soil exavation to be done pits not exciding 1.5m including all completion of work |
| 24 | Earth work in Excavation in trenches for foundations pipes cables etc in ordinary soil (loan clay or sand) including lift up to 1.5 mtr lead up to 50 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer-in charge with in a distance of 50 mtr. |
| 25 | Providing and Laying Cement concrete (1:6:12, 1cement: 6 fine sand: 12 Brick ballast nominal size 40 mm ) and curing complete, including cost of formwork in foundation and floors. |
| 26 | Class - 150 Brick Work in (1:4 ) cement mortar in Foundation&plinth including supply of all Materials Labour and Tool & Plants etc,required for proper completion of the work. |
| 27 | 12 mm thick cement plaster 1;4in single coat on Both side of single or half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not exceeding 80 mm in girth and finished even and smooth. |
| 28 | construction of granular sub base (GSB) etc all comp. |
| 29 | Providing and laying 125 micron polythen sheet including all labour work |
| 30 | Providing and laying Pre moulded joints filler 12 mm thick for expention including all labour work |
| 31 | provinding and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks / runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved &specified design criteria providing dowel bars with sleeve/ tie bars wherever required, laying at dite, spreading and compacting mechanically by using needle and surface vibrators, lavelling to required slope/camber, finishing with required texture, including texture, including steelform work with sturdy M.S.channel sections. curing. making provision for contraction/ expansion, construction &longitudinal joints (10mm wide x50mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineering charge (item of joint fillers. sealants, dowel bars with sleeve/ tie bars to be paid separately).cement concret manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 32 | Shifting of submersible pump from site etc all work |
| 33 | S/F of solar cat eye of approved quality including all work |
| 34 | Centering and shutring including cost of de- shutring and decentering at all level over height 3.5 m aditional height 1 mtr etc all work |
| 35 | RCC Work with cement concrete 1:1.5:3,1cement :1.5 coarse sand:3 stone Agregate excluding centring shutring reinforcment etc all completion of work.for wall |
| 36 | Mild steel or Iron in Reinforcement including all completion of work. |
| 37 | P/A wall putty of 1mm thick including all work |
| 38 | Finishing walls with water proofing cement paint of approved make and quality on new work with two coat to give an even shade. Including supply of all material, labour and T&P etc. required for proper completion of the work. |
| 39 | Exavating and filling of local earth (including royality) by mechanical transport upto a lead of 1 km also including ramming and watering of the earth in layers not exciding 20 cm in trenches plinth side of foundation etc all work |
| 40 | P/L spreading compacting graded stone aggreate to wet mix macadam specification including premixing the material by tipper to site laying in uniform layers wiyh pavers in sub base course on well prepared surface and compacting with vibratory roller including all labour materiaT&P |
| 41 | P/A tack coat with bitumen 80/100 PRESSURE DISTRIBUTER @ .20KG/SQM etc all work |
| 42 | Dence Graded Bituminous Macandam (DGBM) with 60-90 TPH batch type HMP producing an average output of 75 tones per hrs crushed aggregates of specified grading premixed with bituminour binder @4.5 % by weight of total mix and filler transporting the hot mix to work site laying with hydostatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem roller oto achieve the desired compaction as per MORTH SPECIFICATION CLAUSE NO-507 all work |
| 43 | P/A bituminous concret with computrised HMP type proucing an average output of 75 tones per hrs crushed aggregates of specipied grading premixed with biyuminour binder (CRMB) @5.4 PERCENT OF MIX etc all complete work |
| 44 | S/F of solar cat eye of approved quality including all work |
| 45 | providing and Fixing of cast iron/S.S bench including handrest and backrest (size 1500mm length and 450mm and height 600mm) including foundation and support with all necessary T and P etc all complete as per desingn of direction in engineer/Architect in charge. |
| 46 | Providing and fixing of SS/MS Dustbin size 487x399x1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/Architect in charge. |
| 47 | The work involves the supply and installation of a seating shed along urban road footpaths, designed to provide comfortable and weather-protected seating for pedestrians the shed shall consist of a robust mild Steel (M.S) frame structure, treated with anto corrosive primer and finished with two or more coats of weather resistant enamel or powder coating the roof and side panels shall be fabricated using high quality fiber reinforced plastic (FRP), Polycarbonate or other approved lightweight, UV resistant materials ot ensure durability and protection against sun and rain The Seating shall be integrated into the structure, using M.S or Stainless steel supports with seats made of FRP, HDPE, or seasoned wood, securel fixed and erogonomically designed for public use all structural memebers shall be anchord to pre-cast ot cast-in-situ RCC foundation for stability The design shall ensure accessibility safety and aesthetic integration with the urban streetscape conforming to relevant local municipal guidelines and standard as per desing of direction in engineer/ Architect in charge. |
| 48 | Rertro reflecorised traffic sign as per IRC-67- 2012 providing and fixing of reto reflevtorised cautionary mandatory and informatoryu sign as per IRC 67-2012 made of high intensity grade sheeting type IV vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the below ground level as per approved drawing the retro reflectiv sheeting shall be tested for a certificate of haveing passed these test shall be all work etc complete. 90 Cm equilateral tringle with diffinitation plate size 20Cmx 60Cm |
| 49 | Rertro reflecorised traffic sign as per IRC-67- 2012 providing and fixing of reto reflevtorised cautionary mandatory and informatoryu sign as per IRC 67-2012 made of high intensity grade sheeting type IV vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the below ground level as per approved drawing the retro reflectiv sheeting shall be tested for a certificate of haveing passed these test shall be all work etc complete. 60 Cm equilateral tringle with diffinitation plate size 20Cmx 60Cm |
| 50 | Rertro reflecorised traffic sign as per IRC-67- 2012 providing and fixing of reto reflevtorised cautionary mandatory and informatoryu sign as per IRC 67-2012 made of high intensity grade sheeting type IV vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the below ground level as per approved drawing the retro reflectiv sheeting shall be tested for a certificate of haveing passed these test shall be all work etc complete.80mmx60mm rectangular with diffinitation plate size 20Cmx 60Cm |
| 51 | Rertro reflecorised traffic sign as per IRC-67- 2012 providing and fixing of reto reflevtorised cautionary mandatory and informatoryu sign as per IRC 67-2012 made of high intensity grade sheeting type IV vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the below ground level as per approved drawing the retro reflectiv sheeting shall be tested for a certificate of haveing passed these test shall be all work etc complete.80mmx60mm rectangular with diffinitation plate size 20Cmx 60Cm |
| 52 | Rertro reflecorised traffic sign as per IRC-67- 2012 providing and fixing of reto reflevtorised cautionary mandatory and informatoryu sign as per IRC 67-2012 made of high intensity grade sheeting type IV vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the below ground level as per approved drawing the retro reflectiv sheeting shall be tested for a certificate of haveing passed these test shall be all work etc complete. 60mmx45mm equilateral tringle with diffinitation plate size 20Cmx 60Cm |
| 53 | Rertro reflecorised traffic sign as per IRC-67- 2012 providing and fixing of reto reflevtorised cautionary mandatory and informatoryu sign as per IRC 67-2012 made of high intensity grade sheeting type IV vide clause 801.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the below ground level as per approved drawing the retro reflectiv sheeting shall be tested for a certificate of haveing passed these test shall be all work etc complete.60mmx60mm equilateral tringle with diffinitation plate size 20Cmx 60Cm |
| 54 | Uprooting rank vegetation and weed sby digging the area to a depth of 60cm removing all weeds and others growth with roots by forking repeatedly. Etc all work completion |
| 55 | Trenching in ordianry soil up to a depth of 60cm including removal and stacking of servicable materials and then disposing of surplus soil. Etc all work copletion |
| 56 | supplying and stacking at the site dump manure from approved source including carriage up to 1km screened throwght of IS degiantion 4.75 mm. etc all work compl. |
| 57 | Spreading of sludge dump manure or land goods earth iin required thickness etc all work completion |
| 58 | Carriage and manure up to 5Km |
| 59 | Mixing earth and sludge or manure in the required proportion specified or directwed by the officer in chrge. |
| 60 | preparation of the beds for hedging and shrubbery by excaveting 60 cm deep and tresnding the excaveted base a further depth of 30.cm etc all work compl |
| 61 | supplying and stacking of selection no 1 doob graass at site fresh and from weeds having proper roots in green incuding loading and unloading etc all work compl |
| 62 | cutting of hedge/edge including removing of cut materials cleaning hoing hedge/edge bed wtering etc all work comlp. |
| 63 | Aster hybridge variety in deferents colours well devlovered with fresh and healthy foliage etc all compl. |
| 64 | Anemone hybridge 3in1 variety well developed with fresh and healthy flower in full bloom in 25 cm Earthen etc all work compl. |
| 65 | Polyalthia pendulla ashok pendula height 180-195 cm in gunny bags size 30cm. |
| 66 | Juniper Shrub 1feets |
| 67 | Add 18% G.S.T Please Enable Macros to View BoQ information |