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| 1 | BOQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) File No 8111/E8 Tender Inviting Authority: GARRISON ENGINEER GOLCONDA Name of Work: REPAIRS TO AREA DRAINS, SEWAGE LINES, MANHOLES, COVER SLABS, HUME PIPE CULVERTS INCLUDING CLEANING OF CHOCKED SEWAGE LINES AND MANHOLES, ETC AND OTHER CONNECTED MAINTENANCE WORKS IN 09 MT, 10 BTY, APS, TARAMATHI LINES AND 17 DOGRA AREA OF AGE B/R-I UNDER GE GOLCONDA. Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description of work Item Code / Make No or Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency RATE In Figures To be entered by the Bidder including all TaxesRs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words Represent (%) Percentage having Above/ Below ( + or - denomination) the Lump sum pre price inserted by MES |
| 2 | Demolition of brick work or stone/ boulder masonry, built in cement mortar including all quoins, pillars etc and remove all the debris from site and rubbish off the premises complete all as specified and directed. |
| 3 | M & L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 (1 cement 6 river sand) complete all as specified and directed. |
| 4 | M&L for Random rubble masonry built in cement Mortar 1:4 uncoursed, well bonded, bedded and solidly hearted complete all as specified and directed. |
| 5 | M&L for brick work with fly ash bricks, straight or curved on plan to any radius, built in cement mortar 1:4 using old size bricks complete all as specified and directed. |
| 6 | Taking down cement plaster on wall of any description including racking out joints for key, scrubbing with water etc. complete all as specified and directed. |
| 7 | M & L for rendering 15mm thick in two layers (10mm+5mm) cement mortar 1:4 (1 cement 4 river sand) on concrete or brick wall surfaces, finished even and smooth without using extra cement complete all as specified and directed. |
| 8 | Supply and laying 300mm RCC pipes, class NP3 laid jointed complete with collars laid in trenches including taking down existing pipe complete all as specified and directed. |
| 9 | M&L Hardcore of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface etc complete all as directed |
| 10 | M&L for 100mm thick Cement concrete type B-1, 1:2:4 (Mix with 40, 20mm graded aggregate and fine aggregate Natural river sand) Finishing cement concrete surface even and smooth Without using extra cement and Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green etc complete all as specified and directed |
| 11 | Excavation in trenches n.exc 1.5m wide & n.exc 1.5m depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5 m in depth and getting out in hard and dense soil complete all as specified and directed. |
| 12 | All as per item No. 10 here-in-before but exc 1.5m and n.exc 3.00m in depth |
| 13 | Demolition of cement concrete (unreinforced) of any description of any position not otherwise specifically provided for as in roof PCC. Plinth protection, sunken floors & floor etc and remove all the debris from site and rubbish off the premises complete all as directed. |
| 14 | M&L for Plain cement concrete (1:4:8) type D2 (using 40mm graded stone aggregate) in foundations, filling and mass concrete, complete all as specified and directed. |
| 15 | M&L for Plain cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) as in coping of manholes complete all as specified and directed. |
| 16 | Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for complete all as specified and directed. |
| 17 | M&L for Pre-cast Cement Concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in cover slabs for manholes etc., set in cement mortar (1:4) including mouldings complete all as specified and directed.Note: Reinforcement will be measured and paid separately. |
| 18 | M&L for Mild Steel TMT bars, 10mm dia & over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with wire complete all as specified and directed. |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick with all kind of soil complete all as specified and directed. |
| 20 | M&L for removing excavated surplus soil n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. |
| 21 | Supply and Fix Double walled corrugated pipes of outer dia 160mm and inner dia 136mm, SN-18 pipes confirming to IS 16205(Part 24- 2018)/ IS 14930 including all necessary packing, special fittings, cutting & jointing complete laid in trenches including taking down existing pipe complete all as specified and directed. |
| 22 | S & F PVC( SWR ) pipes 75mm dia single socketed , in any length with rubber ring joints as rainwater, soil waste and vent pipe (with all fittings) fixed to wall or laid in trenches including taking down complete all as specified and directed. |
| 23 | S & F PVC( SWR ) pipes 110mm dia single socketed , in any length with rubber ring joints as rainwater, soil waste and vent pipe (with all fittings) fixed to wall or laid in trenches including taking down complete all as specified and directed. |
| 24 | S&F in repairs 110 mm bore PVC (SWR) bend with oval access doors complete all as specified and directed. |
| 25 | S&F in repairs 75 mm bore PVC (SWR) bend with oval access doors complete all as specified and directed. |
| 26 | S&F in repairs 110 mm bore PVC (SWR) bends any radius complete all as specified and directed. |
| 27 | S&F in repairs 75mm bore PVC (SWR) bends any radius complete all as specified and directed. |
| 28 | S&F PVC (SWR) junction single (single T) equal or unequal with access door of bore 75mm complete all as specified and directed. |
| 29 | S&F PVC (SWR) junction single (single T) equal or unequal with access door of bore 110mm complete all as specified and directed. |
| 30 | S & F in repairs, vitreous china Squatting pan Orissa pattern of size 580mx440mm with integral foot rests (excluding flushing cistern and flush pipe) complete including concrete bedding complete, all as specified and directed. |
| 31 | S&F in repairs wash down water closet (pedestal pattern) complete white with plastic water closet seat black closed pattern with flat bottom and cover and mild steel chromium plated or aluminised hinging device and flush pipe of polyethylene of low or density or PVC 32mm dia for low level flushing cistern complete all as specified and directed. |
| 32 | S & F in repair vitreous china bowl urinal flat back size of 465 x 355 x 265mm white (minimum) with grating and union for discharge pipe (excluding flushing cistern & flush pipe) but excluding waste pipe, complete including providing & fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with screws, pointing around urinal back in cement complete all as specified and directed. |
| 33 | S&F in repair vitreous china wash basin, white, flat back size 550 x 400mm , 01 No. chromium plated pillar tap, 01 Nos 32mm waste coupling and pipe, one pair of MS bracket, cutting for and pinning in ends of brackets or erecting stand complete, all as specified and directed. |
| 34 | S & F in repair PVC valveless symphonic action type low level flushing cistern 10 Ltr capacity with inlet, ball valve, float and handle including brackets and flush pipe of polyethylene of low or high density or PVC. 32 mm dia all as specified and directed |
| 35 | Renewing Glazed ceramic tiles floors and walls in patches, area n exc 5 sq.m. including removing and cleaning old tiles, preparing beds and laying or setting, jointing and pointing new or old tiles complete |
| 36 | S&F rotational moulded polyethylene water storage tanks triple layer white (cylindrical vertical with closed top) of 500 ltrs capacity hoisted and fixed in position all as specified including dismantling old tank complete all as specified and directed. |
| 37 | S&F rotational moulded polyethylene water storage tank triple layer white colour (cylindrical vertical with closed top) of 1000 ltrs capacity hoisted and fixed in position all as specified including dismantling old tank complete all as specified and directed. |
| 38 | S&F rotational moulded polyethylene water storage tank triple layer white colour (cylindrical vertical with closed top) of 2000 ltrs capacity hoisted and fixed in position all as specified including dismantling old tank complete all as specified and directed. |
| 39 | S&F 20 mm dia brass ball valve, high pressure with polythene float and fly-nut complete, screwed for iron pipe or brass ferrule fixed in repair complete all as specified and directed. |
| 40 | S&F in repair 20 mm dia Gun-metal, globe or gate valves, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and directed. |
| 41 | Cleaning of drains inside accumulated garbage, vegetation, silt, mud, wet or dry any description and removal of collected waste material disposing as directed by the Engineer-in-Charge. |
| 42 | Supplying and applying single component AP Smart care PU Magnum, Zero VOC, elastomeric pure polyurethane membrane free from bitumen and tar, APL Smart Care PU Magnum with minimum elongation of 350%, solid content of 85%, Tensile strength of >2.5Mpa, crack bridging capacity of 3mm and Shore hardness of > 60. The system consists of applying the PU Magnum US waterproofing treatment @ 2 kg/sq.m. in two coats. over a one coat of primer with Solvent Based HFP 130/120/Equivalent @ 200 Gms/Sqm including surface preparation Complete removing of existing roof treatment/ tar felt and cleaning the entire surface with grinding and removing the loose mortar, dust particles & making the surface sound enough, addressing the cracks by making v groove & if any surface imperfections are treated with APL SC Repair Polymer mixed with neat cement in 1:1 proposition. Treating all construction joints, coving/angle fillet: The coving shall be done on all sharp edges and on the terrace surface to avoid water stagnation. The coving of size (50mm X 50mm) should be done by Smart care Repair polymer mixed @5% of weight of cement, in 1:4 ratio of cement and sand across the joints area of slab and parapet wall, bore packing all the pipes are made rough by apply a bond coat with APL Smart Care Multi-Purpose Polymer along the periphery of the pipe and sand sprinkling over, pipes to be placed inside the core cut areas appropriately. Grouting the gaps between the pipes and core cut by Smart Care General Purpose Grout after fixing an effective leak free shuttering.Note : 1) Contractor shall give guarantee for 10 years for the treatment and a sum equal to 2.5% of the quoted rate will be retained in Final Bill towards security deposit for period of 10 years.2) Alternatively, Contractor may submit FDR in favour of GE Golconda for a period of 10 year towards security deposit. |
| 43 | Maintenance of sewage system SGSW/PVC/RCC pipe including Nahani / floor traps, Soil/waste pipe running on external wall of building and in trenches with fittings like bends, junctions, etc. gully traps, manholes of all description and sewage lines of all sizes upto soak well of sewage system including dewatering of soak wells complete in perfect running/flowing order without destruction by removing all blockage in the system including de-watering from soakage well by pumping out as directed as and when required including, Bailing out water from manholes manually or mechanically & taking out foreign material and removing same from MD lands including taking out manhole covers and replacing manhole covers in position on manholes of any size & depth complete all as directed. PCC/Brick drain in running condition by removing all surplus spoil in Md, OTM at Md/OTM Accommodation at 09 MT, 10 Bty, APS, Taramathi Lines and 17 Dogra area, complete all as specified and directed.Notes for item No. 1:- (i) Contractor shall deploy minimum 2 safaiwalas solely for the maintenance of sewage system against this item. These safaiwalas shall not be deployed for any works other than the scope catered for in this item and will report to the respective complaint cell and will be issued daily complaint slips by the JE i/c. For the work catered against other items of this Schedule, the contractor shall deploy separate sfafiwala in addition to the safaiwala deployed against this item. (ii) The shift time will be decided by JE/Engr-in-Charge and can be changed at any time as per requirement. However the timings for the day shift of 8 hours shall be from 0830 Hrs to 1730 Hrs with a lunch break from 1300 hrs to 1400 hrs with weekly holiday on Sunday.(iii) The rate quoted is deemed to be inclusive of the cost of T&P for maint/cleaning work. (iv) Penal recovery for absence of workers/ technical supervisor on any day lesser than the specified minimum strength shall be as under:- (a) Safaiwala - Rs.2300.00 Per day per person(v) Solid waste / sludge / silt deposited in the manholes which can not be removed by rodding, shall be ordered under respective item of this schedule and paid accordingly. Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
