Items - Periodic Services Works for Sewerage Storage Tank/ Soak Pits at ACEM Nasik under EMU R and D Nasik
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.1 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: Estate Manager, Estate Management Unit (R&D), Nasik. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: PERIODIC SERVICES WORKS FOR SEWERAGE STORAGE TANK/SOAK PITS AT ACEM NASIK UNDER EMU (R&D), NASIK. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| ENQUIRY NO: 8001/EMU/Nasik/PLG/AMP/07/25-26 DATED 11 Aug 2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| emu | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Bidder Name : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevant columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | Estimated Rate | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | BASIC RATE In Figures To be entered by the Bidder Rs. 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 | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 7 | 14 | 15 | 16 | 17 | 18 | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 | 37 | 38 | 39 | 40 | 41 | 42 | 43 | 44 | 45 | 46 | 47 | 48 | 49 | 50 | 51 | 52 | 8 | 9 | 10 |
| 1.00 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. | item1 | 12.00 | Each | 19.75 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. | item1 | 12 | Each | |||||||||||||||||||||||||||||||||||||
| 2.00 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : | item2 | 2 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : | item2 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 2.01 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | item3 | 16.00 | Each | 547.40 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2.01 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | item3 | 16 | Each | |||||||||||||||||||||||||||||||||||||
| 3.00 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: | item4 | 3 | Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-charge: | item4 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 3.01 | Circular manhole 122 cm diameter and 1.68 m deep | item5 | 28.00 | Meter | 156.05 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3.01 | Circular manhole 122 cm diameter and 1.68 m deep | item5 | 28 | Meter | |||||||||||||||||||||||||||||||||||||
| 4.00 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | item6 | 54.00 | Sqm | 102.80 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 4 | Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. | item6 | 54 | Sqm | |||||||||||||||||||||||||||||||||||||
| 5.00 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. | item7 | 5 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. | item7 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 5.01 | One or more coats on old work | item8 | 18.00 | Sqm | 1330.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 5.01 | One or more coats on old work | item8 | 18 | Sqm | |||||||||||||||||||||||||||||||||||||
| 6.00 | 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. | item9 | 36.00 | Each | 1738.15 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 6 | 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. | item9 | 36 | Each | |||||||||||||||||||||||||||||||||||||
| 7.00 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and Dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | item10 | 65.00 | Meter | 1553.45 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 7 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and Dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | item10 | 65 | Meter | |||||||||||||||||||||||||||||||||||||
| 8.00 | Removal of sewage sludge, cleaning of sewage water from manholes chamber by using Suction Jetting machine 2200 PSI machine i/c POL &sewage pit cleaning by adding bleaching powder etc. means all complete as per direction of Engineer-In-Charge. | item11 | 12.00 | Each | 1553.45 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 8 | Removal of sewage sludge, cleaning of sewage water from manholes chamber by using Suction Jetting machine 2200 PSI machine i/c POL &sewage pit cleaning by adding bleaching powder etc. means all complete as per direction of Engineer-In-Charge. | item11 | 12 | Each | |||||||||||||||||||||||||||||||||||||
| 9.00 | Providing and fixing of under ground drainage pipe of following as approved by Engineer incharge etc complete in all respects includes Tee, elbow bands etc.. | item12 | 65.00 | Meter | 4481.30 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 9 | Providing and fixing of under ground drainage pipe of following as approved by Engineer incharge etc complete in all respects includes Tee, elbow bands etc.. | item12 | 65 | Meter | |||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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