Items - Repair and Cleaning of existing Overhead tank 03 with under ground sump of campus under STC BSF Hazaribag
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Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
Tender Inviting Authority: Executive Engineer (Civil), STC BSF Hazaribag | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of Work: Cleaning of existing of Overhead tank (03 nos) with under ground sump of campus under STC BSF HZB | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
NIT No: 07/NIT/STC/ENGG/2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
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 ) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
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 Without Taxes | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
1 | 2 | 3 | 3 | 4 | 5 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 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 | 6 | 54 | 7 |
1 | Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.31 | cum | 7878.50 | Excess(+) | 1 | Full Conversion | INR | 33956.00 | 33956.00 | INR Thirty Three Thousand Nine Hundred & Fifty Six Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | ||||||||||||||||||||||||||||||||||||||
2 | 12 mm cement plaster of mix:1:6(1 cement: 6 fine sand) | 685.76 | sqm | 333.35 | Excess(+) | 1 | Full Conversion | INR | 228598.00 | 228598.00 | INR Two Lakh Twenty Eight Thousand Five Hundred & Ninety Eight Only | |||||||||||||||||||||||||||||||||||||||||||
3 | Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | 1977.87 | sqm | 160.60 | Excess(+) | 1 | Full Conversion | INR | 317646.00 | 317646.00 | INR Three Lakh Seventeen Thousand Six Hundred & Forty Six Only | |||||||||||||||||||||||||||||||||||||||||||
4 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:One or more coats on old work | 421.79 | sqm | 102.80 | Excess(+) | 1 | Full Conversion | INR | 43360.00 | 43360.00 | INR Forty Three Thousand Three Hundred & Sixty Only | |||||||||||||||||||||||||||||||||||||||||||
5 | 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.With cement mortar 1:4 (1 cement : 4 fine sand) | 102.1 | sqm | 547.40 | Excess(+) | 1 | Full Conversion | INR | 55890.00 | 55890.00 | INR Fifty Five Thousand Eight Hundred & Ninety Only | |||||||||||||||||||||||||||||||||||||||||||
6 | 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. | 1053 | sqm | 338.25 | Excess(+) | 1 | Full Conversion | INR | 356177.00 | 356177.00 | INR Three Lakh Fifty Six Thousand One Hundred & Seventy Seven Only | |||||||||||||||||||||||||||||||||||||||||||
7 | 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) | 515000 | litre | 0.50 | Excess(+) | 1 | Full Conversion | INR | 257500.00 | 257500.00 | INR Two Lakh Fifty Seven Thousand Five Hundred Only | |||||||||||||||||||||||||||||||||||||||||||
8 | Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i)Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. | 73.69 | sqm | 84.85 | Excess(+) | 1 | Full Conversion | INR | 6253.00 | 6253.00 | INR Six Thousand Two Hundred & Fifty Three Only | |||||||||||||||||||||||||||||||||||||||||||
9 | Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 metres Up to 150 mm diameter | 2 | each | 319.50 | Excess(+) | 1 | Full Conversion | INR | 639.00 | 639.00 | INR Six Hundred & Thirty Nine Only | |||||||||||||||||||||||||||||||||||||||||||
10 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :100 mm diameter | 2 | each | 4985.85 | Excess(+) | 1 | Full Conversion | INR | 9972.00 | 9972.00 | INR Nine Thousand Nine Hundred & Seventy Two Only | |||||||||||||||||||||||||||||||||||||||||||
11 | 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 | 101.8 | sqm | 256.35 | Excess(+) | 1 | Full Conversion | INR | 26096.00 | 26096.00 | INR Twenty Six Thousand &Ninety Six Only | |||||||||||||||||||||||||||||||||||||||||||
12 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.Bars upto 12 mm diameter | 1416.9 | metre | 8.25 | Excess(+) | 1 | Full Conversion | INR | 11689.00 | 11689.00 | INR Eleven Thousand Six Hundred & Eighty Nine Only | |||||||||||||||||||||||||||||||||||||||||||
13 | 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.SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | 203.6 | sqm | 141.20 | Excess(+) | 1 | Full Conversion | INR | 28748.00 | 28748.00 | INR Twenty Eight Thousand Seven Hundred & Forty Eight Only | |||||||||||||||||||||||||||||||||||||||||||
14 | Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10 mm maximum size in proportion as per design criteria] including the cost of centering and shuttering at edges and corners etc. as directed by Engineer- in-Charge Note: Rates shall include the providing necessary ground wires etc. The levelling gauges, if used, shall be paid for separately. Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument.50 mm thick in Grade M25 with cement content not less than 330 kg per cum | 671.84 | sqm | 1151.05 | Excess(+) | 1 | Full Conversion | INR | 773321.00 | 773321.00 | INR Seven Lakh Seventy Three Thousand Three Hundred & Twenty One Only | |||||||||||||||||||||||||||||||||||||||||||
15 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. | 155.24 | sqm | 902.55 | Excess(+) | 1 | Full Conversion | INR | 140112.00 | 140112.00 | INR One Lakh Forty Thousand One Hundred & Twelve Only | |||||||||||||||||||||||||||||||||||||||||||
16 | Modified estimate cost after using correction factor on DSR 2023 on account of GST @ 0.973 | 0.973 | GST Correction Factor | 2289957.00 | Excess(+) | 1 | Full Conversion | INR | 2228128.00 | 2228128.00 | INR Twenty Two Lakh Twenty Eight Thousand One Hundred & Twenty Eight Only | |||||||||||||||||||||||||||||||||||||||||||
17 | Add Cost Index @10% on Modified estimate cost after using correction factor on DSR 2023 on account of GST | 10.00 | Percentage | 2228128.00 | Excess(+) | 1 | Full Conversion | INR | 222813.00 | 222813.00 | INR Two Lakh Twenty Two Thousand Eight Hundred & Thirteen Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | ||||||||||||||||||||||||||||||||||||||
Total in Figures | 2450941.00 | INR Twenty Four Lakh Fifty Thousand Nine Hundred & Forty One Only | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Figures | Select | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Words | INR Zero Only |
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