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| 1 | Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary).(Payment to be made on area cleared) |
| 2 | 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) Depth of excavation not exceeding 1,500 mm. |
| 3 | (b) Depth of excavation for additional depth beyond 1,500 mm. and up to 3,000 mm. but not requiring shoring |
| 4 | 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 Engineer in charge).(a) Depth up to 1.5 m. |
| 5 | 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 Engineer in charge).(b) For additional depth beyond 1.5 m. and up to 3.00 m. |
| 6 | Dismantling all types of masonary excepting cement concrete, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof. [Considering 70% of length of the drain] |
| 7 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.In ground floor including roof. a) upto 150 mm. thick[Considering 70% of length of the drain] |
| 8 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.(a) In ground floor including roof.[Considering 10% of length of the drain] |
| 9 | 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 on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation. |
| 10 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity). |
| 11 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. For road restoration |
| 12 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. For PCC bace |
| 13 | 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.(i) Pakur Variety; for Footing base;for wall;for hunch;for slab ; |
| 14 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. for intermediate beam; for slab |
| 15 | Hire and labour charges for shuttering with centering and necessary staging up to 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (up to roof of ground floor).(f) 25 mm to 30 mm shuttering without staging in foundation.End side; for footing slab;for rcc wall |
| 16 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild SteelII. Other than SAIL/ TATA/RINL |
| 17 | Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. |
| 18 | Supply of silver sand and stacking at site. |
| 19 | Supplying to the site empty cement bags(Capacity 50 kg) in good condition including stacking , incidental charges etc all complete.(a) Polythene bags. |
| 20 | Labour for Filling empty cement gunny bags/polythene bag( capacity 50 kg) with all kinds of earth (wet or dry) including sewing (as done in case of cement bags, tying with knob after filling will not be accepted) and stacking in position within 150 m. with all lifts excluding the cost of earth (volume of earth filled Polybags should be considered as 0.028 cum) |
| 21 | Dumping of earth/sand filled polybags inclusive of all leads and lift. |
| 22 | Removing earth filled Poly bags/ Gunny bags from the channel bed/ slop initially depositing the same near channel bank at a place as directed by the E.I.C. for measurement and then disposing off the same at a distance not less than 150 m from the channel site. |
| 23 | Supplying, fitting and fixing yard gully with approved H.C.I. grating complete.(i) 225 mm X 150 mm with 230 mm gratings |
| 24 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I)(A) PVC Pipes.80 mm |
| 25 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D) i) 35MT loadbearingcapacity roundmanholecoverprovidedwith two lifter hooks fitted with matching frame of size Cover: 700 mm X 100 mm Frame: 910 mm X 185 mm opening: 560mm Weight: 245 kg (approx) |
| 26 | Removal of rubbish , earth etc from the working site and disposal of the same beyond the compound , in confirmity 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 . |
| 27 | GST @ 18%on SL No 1 to 26 |
| 28 | Cess @ 1% on SL No 1 to 27 Please Enable Macros to View BoQ information |
