Items - Periodical Services Works to Water Static Tanks/Storage Tanks at Non-Technical Area 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: PERIODICAL SERVICES WORKS TO WATER STATIC TANKS/STORAGE TANKS AT NON-TECHNICAL AREA NASIK UNDER EMU (R&D), NASIK. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| ENQUIRY NO: 8001/EMU/Nasik/PLG/AMP/06/25-26 DATED 07 Aug 2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| 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 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | item1 | 51500.00 | litre | 19.75 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 1 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | item1 | 51500 | litre | |||||||||||||||||||||||||||||||||||||
| 2.00 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) 1st layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the levelling course (levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer | item2 | 2 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) 1st layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the levelling course (levelling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer | item2 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 2.01 | Using rough kota stone. | item3 | 180.11 | Sqm | 547.40 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 2.01 | Using rough kota stone. | item3 | 180.11 | Sqm | |||||||||||||||||||||||||||||||||||||
| 3.00 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : | item4 | 3 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : | item4 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 3.01 | Using rough Kota stone | item5 | 226.64 | Sqm | 156.05 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 3.01 | Using rough Kota stone | item5 | 226.64 | Sqm | |||||||||||||||||||||||||||||||||||||
| 4.00 | Finishing walls with water proofing cement paint of required shade : | item6 | 4 | Finishing walls with water proofing cement paint of required shade : | item6 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 4.01 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litre/10 sqm complete including cost of Priming coat. | item7 | 307.85 | Sqm | 102.80 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 4.01 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litre/10 sqm complete including cost of Priming coat. | item7 | 307.85 | Sqm | |||||||||||||||||||||||||||||||||||||
| 5.00 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : | item8 | 5 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : | item8 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 5.01 | One or more coats on old work | item9 | 36.45 | Sqm | 1330.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 5.01 | One or more coats on old work | item9 | 36.45 | Sqm | |||||||||||||||||||||||||||||||||||||
| 6.00 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | item10 | 6 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | item10 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 6.01 | With cement mortar 1:4 (1cement: 4 coarse sand) | item11 | 113.32 | Sqm | 1738.15 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 6.01 | With cement mortar 1:4 (1cement: 4 coarse sand) | item11 | 113.32 | Sqm | |||||||||||||||||||||||||||||||||||||
| 7.00 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | item12 | 450.00 | Kg | 1553.45 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 7 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | item12 | 450 | Kg | |||||||||||||||||||||||||||||||||||||
| 8.00 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | item13 | 56.00 | Each | 1553.45 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 8 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | item13 | 56 | Each | |||||||||||||||||||||||||||||||||||||
| 9.00 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | item14 | 20000.00 | litre | 4481.30 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 9 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | item14 | 20000 | litre | |||||||||||||||||||||||||||||||||||||
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | item15 | 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | item15 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 10.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | item16 | 25.03 | Cum | 142949.70 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 10.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | item16 | 25.03 | Cum | |||||||||||||||||||||||||||||||||||||
| 11.00 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | item17 | 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | item17 | |||||||||||||||||||||||||||||||||||||||||||||||||
| 11.01 | Cement mortar 1:4 (1 cement : 4 coarse sand) | item18 | 13.65 | Cum | 1133.55 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | 11.01 | Cement mortar 1:4 (1 cement : 4 coarse sand) | item18 | 13.65 | Cum | |||||||||||||||||||||||||||||||||||||
| 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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