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| 1 | BOQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GARRISON ENGINEER GOLCONDA Name of Work: REPAIRS TO SEWAGE LINES, MANHOLES, COVER SLABS, HUME PIPE CULVERTS INCLUDING CLEANING OF CHOCKED SEWAGE LINES AND MANHOLES ETC AND OTHER CONNECTED MAINTENANCE WORKS AT MH/MD AREA OF AGE B/R-II UNDER GE GOLCONDA FILE No : 8981/E8 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 | 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 PCC/Brick drain in running condition by removing all surplus spoil in Md, OTM and Tech Accn in MH/MD areas, complete all as specified and as directed.Notes :- (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 safaiwala 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. |
| 3 | Cleaning of septic tanks completely by empting the liquid / semi solid foul contents mechanically as specified completely, cleaning inlets and outlets etc including disposal of soil sludge outside MD land completely all as specified. |
| 4 | Thorough cleaning of sewage manholes / inspection chambers of any size and depth upto 1.2m from GL. The work involves: (a) Opening of manhole covers and providing adequate ventilation to ensure the escape of toxic gases (H2S, Methane). (b) Manual or mechanical removal of accumulated sludge, silt, grit, solid waste, and any other obstructions from the floor, benching, and channel of the manhole. (c) Scrubbing of internal walls and benching to remove fungal growth/algae. (d) Immediate removal and carting away of the extracted sludge from the premises in sealed containers to the outside of MD land complete all as specified and as directed. |
| 5 | Thorough cleaning of sewage manholes / inspection chambers of any size and depth more than 1.2m from GL. The work involves: (a) Opening of manhole covers and providing adequate ventilation to ensure the escape of toxic gases (H2S, Methane). (b) Manual or mechanical removal of accumulated sludge, silt, grit, solid waste, and any other obstructions from the floor, benching, and channel of the manhole. (c) Scrubbing of internal walls and benching to remove fungal growth/algae. (d) Immediate removal and carting away of the extracted sludge from the premises in sealed containers to the outside of MD land complete all as specified and as directed. |
| 6 | Systematic clearing of accumulated solid waste, silt, grit, and sludge from internal / external sewage pipelines / hume pipe culverts of diameters up to 300mm. The process includes: (a) Use of high-pressure hydro-jetting machine with specialized nozzles to break down hardened silt and flush it towards the downstream manhole. (b) Where mechanical jetting is restricted, use of flexible sewer rods with appropriate attachments (cutters/scrapers) to dislodge blockages. (c) Continuous flushing with water to ensure all dislodged debris is captured at the manhole and removed manually. (d) Verification of the \\"clear bore\\" by performing a ball test or a flow-gradient test between two consecutive manholes. Work includes the disposal of all extracted waste in sealed containers to the outside of MD land complete all as specified and as directed. |
| 7 | Systematic rectification of leakages at the entry and exit pipe junctions within the manhole by Chipping away failed cement mortar or old \\"benching\\" around the pipe circumference to a depth of 50mm. And applying a high-strength, fast-setting, non-shrink hydraulic cement or epoxy-modified mortar to seal the annular space between the pipe and the wall. complete all as specified and as directed |
| 8 | Excavation in trenches n.exc 1.50m wide and n.exc. 1.50 m depth and getting out in hard/dense soil. |
| 9 | Excavation in trenches n.exc 1.50m wide and depth exc. 1.50 m but n. exc 3 m and getting out in hard/dense soil. |
| 10 | Excavating over areas, n exc 1.5 m deep and getting out mud, vegetation, debris of brickwork, concrete etc complete all as specified and as directed |
| 11 | Earth work in excavation in all kind of soil by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 12 | Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 13 | Earth work in excavation of all kind of soil by mechanical means (Hydraulic excavator) means over areas (1.5 m in width as well as 10 sqm on plan) n.exc. 1.50 m depth including getting out and disposal of excavated earth lead upto 50 m complete all as specified and as directed |
| 14 | Earth work in excavation of all kind of soil (including debris of brickwork, concrete, vegetation etc) by mechanical means (Hydraulic excavator) means over areas (1.5 m in width as well as 10 sqm on plan) depth exc. 1.50 m but n. exc 3 m including getting out and disposal of excavated earth lead upto 50 m complete all as specified and as directed |
| 15 | Demolition and breaking up drain pipes (SGSW/AC/PVC/RCC) set in cement mortar, Internal dia of pipe upto 110 mm, etc complete all as specified and directed. |
| 16 | S & F 110 mm bore PVC (SWR) pipe single socketed,in any length with rubber ring joints, laid in trenches or in floors or fixed to wall complete all as specified and directed. |
| 17 | S & F 75 mm bore PVC (SWR) pipe single socketed,in any length with rubber ring joints, laid in trenches or in floors or fixed to wall complete all as specified & directed. |
| 18 | S&F for PVC (SWR) branch piece, single (single Y) equal or unequal, bore of pipe in 110 mm, etc complete all as specified and directed. |
| 19 | S&F for PVC (SWR) branch piece, single (single Y) equal or unequal, bore of pipe in 75 mm, etc complete all as specified and directed. |
| 20 | M&L in repair 110 mm bore PVC( SWR ) bend with oval access doors complete all as specified and directed. |
| 21 | M&L in repair 75 mm bore PVC( SWR ) bend with oval access doors complete all as specified and directed. |
| 22 | M & L 110 mm bore PVC( SWR ) junction single ,(single T) equal or unequal, including taking down. |
| 23 | M & L 75 mm bore PVC( SWR ) junction single ,(single T) equal or unequal, including taking down. |
| 24 | M & L 110 mm bore PVC( SWR ) reducer, including taking down. |
| 25 | S & F for PVC (SWR) vent cowl, bore of pipe in 75 mm, etc complete all as specified and directed. |
| 26 | S & F for PVC (SWR) vent cowl, bore of pipe in 110 mm, etc complete all as specified and directed. |
| 27 | M&L in repair for 75 mm PVC Nahani / floor trap plain with grating including jointing with solvent cement complete all as specified and as directed |
| 28 | Cutting into existing manholes for connecting new drains of internal dia of pipe 150mm, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required. |
| 29 | Cutting into existing manholes for connecting new drains of internal dia of pipe 200 mm, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required. |
| 30 | M & L for cutting of road, hard standing made of concrete or premix carpet, WBM, soiling and moorum filling including excavation for laying of drain pipes all as directed and making good the road/hard standing by using all old/new materials and with PCC (1:2:4) etc, required to match with the existing surface complete all as specified and as directed. |
| 31 | Dismantling of sewage drain pipes of dia 150mm, jointed in cement mortar and taking out of trenches, if required complete all as specified and as directed. |
| 32 | Dismantling of sewage drain pipes of dia 200mm, jointed in cement mortar and taking out of trenches, if required complete all as specified and as directed. |
| 33 | M & L Reinforced cement concrete pipes, 150mm bore, class NP2 laid and jointed complete with collars laid in trenches complete all as specified and as directed. |
| 34 | M & L Reinforced cement concrete pipes, 200mm bore, class NP2 laid and jointed with collars laid in trenches complete all as specified and as directed. |
| 35 | M & L Reinforced cement concrete pipes, 300mm bore, class NP2 laid and jointed with collars laid in trenches complete all as specified and as directed. |
| 36 | M & L Double Wall Corrugated (DWC) HDPE pipes,150mm internal dia bore and a stiffness class of SN8 (confirming to IS 16098-Part 2), laid in tranches and jointed with couplers / sockets etc complete all as specified and as directed. |
| 37 | M & L Double Wall Corrugated (DWC) HDPE pipes, 200mm internal dia bore and a stiffness class of SN8 (confirming to IS 16098-Part 2), laid in tranches and jointed with couplers / sockets etc complete all as specified and as directed. |
| 38 | Cutting holes into or through brick walls built in cement mortar for removing/refixing PVC/CI fittings and making good in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required, superficial area exc 150 sq cm and n exc 400 sq cm each |
| 39 | Cutting holes into or through brick walls built in cement mortar for removing/refixing PVC/CI fittings and making good in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required, superficial area exc 400 sq cm and n exc 0.10 sq m each |
| 40 | M&L moorum/red bajri filling and laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and as directed. |
| 41 | Returning, filling in including spreading, levelling, watering and well ramming in layers n. exc 25 cm all as specified. |
| 42 | Removing excavated material exc. 250 m but n exc. 1.5km and depositing where directed complete all as specified and as directed. |
| 43 | Removing excavated material and depositing outside md land complete all as specified and as directed. |
| 44 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) and rubbish off the premises. |
| 45 | M&L non skid coloured ceramic tiles 7-8 mm thick (square/ rectangular ) area of each tile exc 0.06 sqm but n.exc 0.11 sqm in floors etc, set and jointed in neat cement slurry and pointed with white or coloured cement to match the surface, laid over and including 15mm thick screed bed or bedding in cement mortar (1:6),complete all as specified and as directed. |
| 46 | M&L Glazed ceramic tiles in vertical surface 375X250X7mm / 300x450x7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match , laid over and including 10mm thick rendering in cement mortar(1:4) as backing coat, complete all as specified and as directed. |
| 47 | S & F in repairs Vitreous china premium/ 1st quality wash down water closet EWC white/ ivory/off white (square pattern including all necessary accessories like rag bolts/ gel gasket etc. (excluding flushing cistern & flush pipe) complete all as specified and directed |
| 48 | S & F in repairs plastic water closet seat and cover for pedestal pan and mild steel chromium plated or aluminised hinging device complete all as specified and as directed. |
| 49 | S&F in repairs PVC valve less symphonic action type flushing cistern 10 lit capacity low level white with inlet, ball valve, float and handle including brackets and 32mm PVC flush pipe complete all as specified and as directed. |
| 50 | M&L for cleaning/removing all vegetation, bushes/small trees on wall and making good the surfaces with PCC 1:2:4 type B-0 (12.5mm graded stone aggregate) or rendering in CM (1:3) including removing spoils obtained to a distance not exc 50 metre and depositing complete all as specified and as directed. |
| 51 | Cutting & trimming of tree branches any girth and size touching to sewage lines and cleaning the distance 1.5 mtr both sides of overhead line with in a gap of span 40 mtrs each and removing the same cleaning the site all as specified and directed. |
| 52 | Demolition of brick work or stone masonry, built in cement mortar complete all as specified and as directed. |
| 53 | M & L brick work with fly ash bricks built in CM 1:6 with sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius all as specified. |
| 54 | Taking down cement plaster on brick or stone walls including racking out joints, hacking for key, scrubbing down with water etc. complete all as specified and as directed. |
| 55 | M&L 15 mm thick rendering in CM 1:4 on fair faces of brick or concrete surfaces of walls finished the surface even & smooth without using extra cement complete all as specified and as directed. |
| 56 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed |
| 57 | M & L Plain cement concrete (1:3:6) type C2 (40mm graded stone aggregate) as concrete bed to drain pipes of any dia including packing under, and haunching against the sides of pipes after they are laid and tested including demolition of existing concrete bed, haunching and pipe, complete all as specified and as directed. |
| 58 | M & L PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. |
| 59 | M & L PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) set in CM 1:4 as in benching to manholes complete all as specified and as directed. |
| 60 | M & L PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in copping including necessary form work all as specified. |
| 61 | Demolition of cement concrete of any description in any position (Reinforced) complete all as specified and as directed. |
| 62 | S & F TMT bars 6mm dia and over upto and including 8mm dia as in reinforcement, including binding with and including tying with MS wire (annealed) not less than 0.9mm dia all as specified. |
| 63 | M & L PCC 1:2:4, type B1 (using 20 mm graded stone aggregate as in pre-cast cover slabs for manholes including necessary form work set in CM 1:4 all as specified. (Reinforcement will be measured & paid separately) complete all as specified and as directed. 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 |
