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| 1 | Sweeping and Cleaning of roads, footpath, lanes etc. by deputing required no. Safai-Karamchari daily (9.00 AM to 5.00 PM) including disposal of rubbish from site dhalao within the FFC Complex. All the necessary T&P/equipments/conveyance shall be arranged by the contractor. (The payment shall be made on the basis of attendance recorded in the register). |
| 2 | Cleaning of sewer line upto 600 mm dia with super sucker machine i/c cleaning of manholes and chambers alongwith allied equipments like cyclonic containers, two Nos. (Dump trucks), diesel driven generator of various capacities as per requirement. Submersible pumps of required capacity, axial fan air compressor with mask etc. steel plates and other items with Machines/Components as under. One No. truck mounted with sewer suction of 6x900 psi with high pressure water jetting having capacity 200 liters per minute and air-handling composite vacuum pump suitable for Sewer desilting and water requirements for high pressure cleaning will be for separate water tank. Generator set capacity of 62.5 KVA, gas detector and submersible pumps, axial fan air blower, oxygen kit, with resuscitator for artificial respiration, nylon Rope, ladder full body nylon safety belt with rope & harness etc. and other safety equipments and chain pulley, barricading materials and all operation, supervisory staff & including provision of site office for proper monitoring along with all taxes. |
| 3 | Attending complaint of plumber such as repairing of all kind of pipes, water tanks, sanitary and water installation, fixing /replacing all kind of fitting related to plumber and necessary drilling work as and when required by deputing one no. plumber daily (9.00 AM to 5.00 PM) as per direction of Engineer-in-charge. All the necessary T&P/equipments/conveyance shall be arranged by the contractor. (The payment shall be made on the basis of attendance recorded in the register). |
| 4 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 5 | Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.10 litre capacity - White |
| 6 | Providing and fixing CP Brass 32mm size Bottle Trap ofapproved quality & make and as per the direction of Engineerin-charge. |
| 7 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. |
| 8 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32mm |
| 9 | G.I. pipes 50 mm dia |
| 10 | G.I. Union 25 mm nominal bore |
| 11 | G.I. Union 50 mm nominal bore |
| 12 | PTMT pillar cock |
| 13 | 15 mm nominal bore and 45 cm length PVC connection pipe with P.T.M.T. Nuts |
| 14 | P.T.M.T. extension nipple 25 mm |
| 15 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge. 75mm average thickness |
| 16 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make |
| 17 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.25 mm average thickness in 2 layers. |
| 18 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. |
| 19 | Providing and fixing bend of required degree with access door, insertionrubber washer 3 mm thick, bolts and nuts complete.100 mm dia.Sand cast iron S&S as per IS - 1729 |
| 20 | Elbow 90° for 28.58 mm outer dia SS pipe |
| 21 | Reducing Elbow 90° for 28.58 mm X 22.22 mm outer dia SS pipe |
| 22 | Equal Tee for 28.58 mm outer dia SS pipe |
| 23 | Reducing Tee for 22.22 mm X 15.88 mm outer dia SS |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 25 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars,including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. |
| 27 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. |
| 28 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 29 | Taking out existing CC interlocking paver blocks from footpath/ central verge,including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 30 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 31 | Disposal of C&D Waste/Building Rubbish/Debris/Solid Construction Waste, solid and semi-solid malba/rubbish, Swept Material/Malba from Dhalao located at FFC Jhandewalan by mechanical transport including loading, unloading and spreading upto approved municipal dumping ground within a lead of 20 Km with all lifts as per the direction/satisfaction of Engineer-in-charge. |
| 32 | Modified Estimate cost after using correction factor on DSR-2023 on account of GST@ 0.973 (Or Less 2.7%) |
| 33 | Add Cost index 3% on DSR-2023 Items Please Enable Macros to View BoQ information |
