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| 1 | PART-A |
| 2 | Signalling arrangement at both sides of site to avoid any accident during working period 4 nos. red flags during sunlight at 4 corners and 2 nos light (lamp) in other than sunlight. |
| 3 | Hire and labour charges for 100 mm dia bamboo railing on Jhau / Eucalyptus post 1.40 m above G.L and 0.60 m below G.L tied strongly with bamboo railing with coir rope, digging holes for posts in any sort of soil or concrete surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer- incharge after removing the barricade. (Cost of restoration to be paid separately.) (a) 100 mm. dia bamboo railing and 150 mm. dia. Jhaubullah / Eucalyptus posts @1.80 m. apart (i) Railing with 4 rows. |
| 4 | Supplying sign-board made of 25 mm thick sal plank with frame on all side of sal batten 50 mm x 32 mm with nailed on post 3.15m x 100mm x 100mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sorts of soil and repacking and consolidating the gap around the post with cement concrete (1 : 3 : 6) painting 2 coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of the Engineer-in-charge. Payment of concrete and painting to be made separately. ii) 900 mm x 600 mm size of board |
| 5 | Hire & labour charges for diesel generating set for lighting including fuel, 300M wire, 11 points with 200 Watt bulb with post for hanging & maintaining the same for day & night for the period. |
| 6 | Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the serviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge. |
| 7 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete, a) Up to 1.50 m below G.L. |
| 8 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring |
| 9 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required completec) (c) Depth of excavation for additional depth beyond 3000 mm. upto 4000mm. excluding cost of shoring as necessary |
| 10 | Extra over the corresponding item of earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc. |
| 11 | Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (a) Depth upto 1.5 m/.((2x( L+B)xDeep)- ( Dx(deep- D)x2)) |
| 12 | Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (b) For additional depth beyond 1.5 m. and upto 3.00 m |
| 13 | Hire and labour charges for shoring work(including necessary close plank walling, framing,Eucalyptus/Jhou bulla piling, strutting etc)complete as per direction of the Engineer-in charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(c) For additional depth beyond 3.00 m. |
| 14 | Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections. [Note ;In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor |
| 15 | Supply, including Carrige, Loading unloading at site of Steel Plates : ( E 250 conforms to IS : 2062- 2006 ) |
| 16 | Fabricating M.S. pipes of different diameter in shop out of 8mm to 12mm thick M.S plates supplied departmentally, cutting the plates to exact size & shape by gas cutting device and/or by adopting any other approved type of mechanical means, bending the same in true curvature by template and rolling machine of approved design including proper marking, levelling joints followed by electric arc welding as per relevant I.S. specification longitudinal and circumferential, as necessary, usiug standard electrodes including edge preparation, electricity charges and hydraulic testing of the fabricated piece all complete as per specification and direction of the Engineer-in-Charge. |
| 17 | LowerIng M.S pipes & specials in trench up to a depth of 3.00 metre below G.L, laying and jointing the same inside the trench / over ground by means of electric arc welding using standard electrodes as per l.S. specification, all complete as per direction of the Engineer-in-Charge. [The Engineer-in-Charge shall approve the electrodes for arc welding before use. (For laying over ground. the rates shall be reduced by 10% and that is inclusive of holding arrangements) ] Diameter in mm : 1500mm dia. |
| 18 | Gas cutting of M.S. pipes and/or M.S. plates of different thickness all complete as per specification and direction of the Engineer-in- Charge 10 mm thick plate |
| 19 | Field welding of machined ends of pieces of M.S pipes and specials for laying the same inside trench/over ground by means of electric arc welding as per relevant IS specification using standard electrodes including edge preparation and charges of deployment of electric generator set with fuel, lubricant, and all other tools and plants all complete as per specification and direction of Engineer-in-Charge. [ Engineer-in-Charge shall approve the electrodes for arc welding before use ] Throat thickness in mm :10 mm |
| 20 | Coating of 'Epoxy' Resin of thickness not less than 160 micron with a lowviscosity, crystallization-resistant epoxy resin base with a reactive diluents combined with high build epoxy amine adducts as per BS 5493 standard and a polyamide or amido polyamine or any other suitable hardener. It shall react with epoxy resin at normal ambient temperature, suitable for solvent-free coatings as per recommended proportion for use on metal, concrete and wood surface to protect from corrosion as well as damage from chemical reaction after making the surface free from dust, oil and moisture etc. all complete as per instruction and to the satisfaction of ElC. [ This item will be operated on prior permission from the concerned SE/Dy Chief Engineer] |
| 21 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. |
| 22 | 1st class brick work for steining wall of well in cement morter 1:4 below G.L. including cuttng bricks if required. a) 0 metre to 6 metre depth. |
| 23 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 24 | Plaster to wall, floor, ceiling etc with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surface by chamfering etc. including throating, nosing and drip course where necessary |
| 25 | Filling in foundation or plinth by silver sand in layers not exceeding 150mm. as directed and consolidating same as by thorough saturation with water ramming complete, including the cost of supply of sand.(payment to be made on measurement of finish quantity) |
| 26 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.(Payment to be made based on the basis of measurement of finished quantity of work.a) With Earth obtained from excavation of trenches. |
| 27 | Materials delivered and stacked at site.3) A) Jhama bats. |
| 28 | Mozdoor for spreading brick bats |
| 29 | Removal of rubbish, earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. |
| 30 | M.S. STRUCTURAL WORKS IN COLUMNS, BEAMS ETC. WITH SIMPLE ROLLED STRUCTURAL MEMBERS, INCLUDING ALL INCIDENTAL CHARGES SUCH AS ELECTRICITY LABOUR INSURANCE CHARGES ETC(II) FOR STRUCTURAL WORKS IN ROOF TRUSSES ETC. USING JOISTS, CHANNELS AND AN |
| 31 | Santaras for cutting of concrete within the drain |
| 32 | Hire charges for engaging Air Compressor machine with minimum pressure capacity of 5.0 Kg/sq.cm arrangement including all necessary equipments and operating staff, carriage, fuel, Tools and plants all complete for cutting Road / hard crust cutting with pneumatic hammer at desired point in water supply works as per direction of EIC .a) With Pneumatic hammers For minimum engagement of 8 hrs. In a day. |
| 33 | Hire Charges of 1 No 125 KVA silent Genset including fitting fixing of 400 Amp. 4 pole changeover switch and laying of required capacity and length of cable with connection as reqd. ( Temporary basis) and engaged one generator round the clock to run the generator as when required . |
| 34 | HIRE CHAHIRE CHARGES OF MOVEABLE CRANE WITH FUEL & MANPOWER, HAVING LOADING CAPACITY OF RANGE FROM 2.0 MT TO 14.0 MT WITH THE 45 DEGREE MOVABLE ARRANGEMENT & THE BOOMLENGTH OF 40 FEETS FOR LOADING & UNLOADING OF VARIOUS MATERIALS/ ASSCESSORIES OF WATER SUPPLY WORKS UNDER WATER SUPPLY DEPARTMENT, KMC. |
| 35 | Hire charges of Road Roller Including Operator |
| 36 | Sum of Basic Prices (Sl No-1 to 34) |
| 37 | GST @ 18% on the Sum of Sl. No-35 |
| 38 | LWC @ 1% on the Sum of Sl. No.35 and 36 Please Enable Macros to View BoQ information |
