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| 1 | Construction, maintenance and subsequent removal of earthen bundies including cost of excavation earth filling of E.C. bags with earth, stitching and placing in position for care and diversion of all kinds of water entering or flowing in the drain and pumping out surface as well as under ground seepage water to keep the construction area completely dry during execution of entire work including its execution of work in or under water and or liquid mud wherever required complete. |
| 2 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 3 | Excavation by mechanical/manual means over areas exceeding 30 cm in depth, including dressing, lifting, and disposal of excavated soil up to 50 m lead and 1.5 m lift. All kinds of soil |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 5 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc |
| 6 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 400 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).All works upto plinth level |
| 7 | Providing and laying RMC of M-30 grade By using minimum 400kg of cement(43 grade, OPC) per cum of concrete in reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle vibrators etc. complete as per direction of Engineer in-charge. Note:- Cement content considered in M-30 is @ 400 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately M-30 RMC by using minimum cement @400 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 8 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used.600 mm dia piles |
| 9 | 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-500 D or more. |
| 10 | 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. |
| 11 | Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform by Kentledge/Anchor pilesmethod and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile above 50 tonne and upto 100 tonne Safe capacity |
| 12 | Supplying and stacking at site. 90 mm to 45 mm size stone aggregate |
| 13 | 63 mm to 45 mm size stone aggregate |
| 14 | 53 mm to 22.4 mm size stone aggregate |
| 15 | Stone screening 11.2 mm nominal size (Type B) |
| 16 | Good earth |
| 17 | Moorum |
| 18 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . |
| 19 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. |
| 20 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate /retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. M-10 grade plain cement concrete ( cement content considered @ 220 kg /cum). |
| 21 | Providing and laying RMC of M-30 grade by using minimum 400 kg of cement (43 grade, OPC) as per cum of concrete in roads/streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to sit in transit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/retard setting of concrete to improve workasbility with out impairing strength and durability as per specification including pumping spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing complete, as per direction of Engineer-in-charge.Note:- Cement content considered in M-30 is @ 400 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately M-30 RMC by using minimum cement @400 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer. |
| 22 | Electrical Items Supplying,Installation,Testing & Commissioning 6.00 mtr. height Hot Dip Galvanized G.I. Octagonal/Hexagonal Poles B, having thickness of Galvanization not less than 65microns, made up from minimum 3mm thickness Sheet, Bottom dia-130mm, Top Dia-70mm with 4 nos. foundation Bolt i.e of size 20mm x 600mm with anchor plate and having base plate of suitable size & thickness of base plate should not be less than 12mm with foundation accessories i.e. 20 mm. dia . bolt x 600 mm. length of 4 Nos. with anchor plate suitable for 6.00 mtr Octagonal/Hexagonal Poles and with Single Over head G.I. Bracket of 1 Mtr length complete in all respect as per specification & direction of Engineer-in-charge.(Make:- Bajaj/Volmont/ Lysaght/ Paruthi/ Crompton/ B.P.P/ Consoul or as approved by Engineer-in-charge) |
| 23 | Supplying, Installation, Testing and commissioning of 90 watt energy saving & environment friendlylong life L.E.D. street light with pressure die cast aluminnium housing reflector and enclosed with toughened glass complete with all accessories, (Model ENDURAOMNIPLUSSL90WLED757SASYTOPC)(Make:- Bajaj/ Halonix/ Havells/ Crompton/ Phillips or as approved by Engineer-in-charge). |
| 24 | Providing & laying the R.C.C. foundation with erection of 6.00 mtr. G.I. Hexagonal/ Octagonal Pole as per manufacturer recommendation by providing and laying in position 1:3:6 reinforced cement concrete foundation i/c excavation of earth, providing cutting, bending and placing in position, reinforcement TMT bars reinforcement ring of cold twisted bar with spacing as required with positioning of 4 Nos. foundation bolts suitable for 6.00 mtr pole with top thread and providing DWC, HPDE pipe for cable entry and exit as reqd. with materials, labour and foundation pedestal as per approved drawing complete as per specification & direction of Engineer-in-charge. |
| 25 | 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 63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 26 | Supplying & Laying of one number PVC insulated armoured and PVC sheathed (General purpose) multi core cable with standard Aluminum conductor suitable for working voltage upto 1.1KV confirming to IS 7098/Part/1988 with amendment uptodate as required of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 4x25 sqmm (Make- Havells/ Polycab/ National/Glouster/Grandlay or as approved by Engineer-in-charge.) |
| 27 | Earthing with G.I. earth pipe 4.5 mtr long, 40mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 28 | Supplying and laying 6 SWG G.I. wire at 0.50metre below ground level for conductor earth electrode, including connection/termination with G.I. thimble etc. as required. |
| 29 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole |
| 30 | Supplying,Installation,testing and commissioning of street light Panel for automatic operation of street lights with Astronomical time switch of following configuration to be mounted in ferder pillar/Lighting DBs at sun set &sun rise or twilight(AutoON,Auto OFF,Auto mode)with manual override facility with 12/24 hours display format with suitable battery and indication for relay status i/c programming at site complete as required. 3 output (1 output per phase ) and suitable for three phase supply power connections by fixing the 125A TPN MCB-1 indicating LED fittings with 6 amp SP MCBs with Auto/Manual selector Switches etc as required. |
| 31 | Supplying, Installation, Testing & Commissioning of 1.5 sqmm ISI marked, FRLS PVC insulated, single core copper conductor cable on existing street light poles for supplying current to LED strip lights. Total Please Enable Macros to View BoQ information |
