Items - Repair to collapsed boundary wall and demolishing of old structures at FSD Ranchi.
Percentage BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
BoQ_Ver3.0 | Percentage | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
Select, At Par, Excess (+), Less (-) | IOCL | |||||||||||||||||||||||||||||||||||||||||||||||||||||
Tender Inviting Authority: AGM(CE), FCI RO RANCHI | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of Work: Repair to collapsed boundary wall and demolishing of old structures at FSD Ranchi. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Contract No: CE/04/2025-26 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Name of the Bidder/ Bidding Firm / Company : | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
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 in Rs. P | 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 With Taxes in Rs. P | 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means 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. All kinds of soil | BI01010001010000000000000515BI0100001113 | 9.86 | Cum | 260.3 | Excess(+) | 1 | Full Conversion | INR | 2566.56 | 2566.56 | INR Two Thousand Five Hundred & Sixty Six and Paise Fifty Six Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | BI01010001010000000000000515BI0100001114 | 1.41 | Cum | 2123.75 | Excess(+) | 1 | Full Conversion | INR | 2994.49 | 2994.49 | INR Two Thousand Nine Hundred & Ninety Four and Paise Forty Nine Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001115 | 2.79 | Cum | 6812 | Excess(+) | 1 | Full Conversion | INR | 19005.48 | 19005.48 | INR Nineteen Thousand &Five and Paise Forty Eight Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001116 | 1.11 | Cum | 9895.2 | Excess(+) | 1 | Full Conversion | INR | 10983.67 | 10983.67 | INR Ten Thousand Nine Hundred & Eighty Three and Paise Sixty Seven Only | ||||||||||||||||||||||||||||||||||||||||||
5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001117 | 8.94 | Cum | 9045.75 | Excess(+) | 1 | Full Conversion | INR | 80869.01 | 80869.01 | INR Eighty Thousand Eight Hundred & Sixty Nine and Paise One Only | ||||||||||||||||||||||||||||||||||||||||||
6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001118 | 7.69 | Cum | 10852.95 | Excess(+) | 1 | Full Conversion | INR | 83459.19 | 83459.19 | INR Eighty Three Thousand Four Hundred & Fifty Nine and Paise Nineteen Only | ||||||||||||||||||||||||||||||||||||||||||
7 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001119 | 72.77 | Sqm | 736.4 | Excess(+) | 1 | Full Conversion | INR | 53587.83 | 53587.83 | INR Fifty Three Thousand Five Hundred & Eighty Seven and Paise Eighty Three Only | ||||||||||||||||||||||||||||||||||||||||||
8 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001120 | 89.76 | Sqm | 961.3 | Excess(+) | 1 | Full Conversion | INR | 86286.29 | 86286.29 | INR Eighty Six Thousand Two Hundred & Eighty Six and Paise Twenty Nine Only | ||||||||||||||||||||||||||||||||||||||||||
9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete | BI01010001010000000000000515BI0100001121 | 22.88 | Sqm | 392.15 | Excess(+) | 1 | Full Conversion | INR | 8972.39 | 8972.39 | INR Eight Thousand Nine Hundred & Seventy Two and Paise Thirty Nine Only | ||||||||||||||||||||||||||||||||||||||||||
10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. | BI01010001010000000000000515BI0100001122 | 1120 | Kg | 107.85 | Excess(+) | 1 | Full Conversion | INR | 120792.00 | 120792.00 | INR One Lakh Twenty Thousand Seven Hundred & Ninety Two Only | ||||||||||||||||||||||||||||||||||||||||||
11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001123 | 12.01 | Cum | 7132.25 | Excess(+) | 1 | Full Conversion | INR | 85658.32 | 85658.32 | INR Eighty Five Thousand Six Hundred & Fifty Eight and Paise Thirty Two Only | ||||||||||||||||||||||||||||||||||||||||||
12 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001124 | 21.7 | Cum | 9105.95 | Excess(+) | 1 | Full Conversion | INR | 197599.12 | 197599.12 | INR One Lakh Ninety Seven Thousand Five Hundred & Ninety Nine and Paise Twelve Only | ||||||||||||||||||||||||||||||||||||||||||
13 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | BI01010001010000000000000515BI0100001125 | 123.2 | Kg | 125.75 | Excess(+) | 1 | Full Conversion | INR | 15492.40 | 15492.40 | INR Fifteen Thousand Four Hundred & Ninety Two and Paise Forty Only | ||||||||||||||||||||||||||||||||||||||||||
14 | 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) | BI01010001010000000000000515BI0100001126 | 225.08 | Sqm | 333.35 | Excess(+) | 1 | Full Conversion | INR | 75030.42 | 75030.42 | INR Seventy Five Thousand &Thirty and Paise Forty Two Only | ||||||||||||||||||||||||||||||||||||||||||
15 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement:6 fine sand) | BI01010001010000000000000515BI0100001127 | 195 | Sqm | 383 | Excess(+) | 1 | Full Conversion | INR | 74685.00 | 74685.00 | INR Seventy Four Thousand Six Hundred & Eighty Five Only | ||||||||||||||||||||||||||||||||||||||||||
16 | 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 @ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001128 | 420.08 | Sqm | 160.6 | Excess(+) | 1 | Full Conversion | INR | 67464.85 | 67464.85 | INR Sixty Seven Thousand Four Hundred & Sixty Four and Paise Eighty Five Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
17 | 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 | BI01010001010000000000000515BI0100001129 | 5.63 | Sqm | 102.8 | Excess(+) | 1 | Full Conversion | INR | 578.76 | 578.76 | INR Five Hundred & Seventy Eight and Paise Seventy Six Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
18 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately) | BI01010001010000000000000515BI0100001130 | 65 | metre | 375.8 | Excess(+) | 1 | Full Conversion | INR | 24427.00 | 24427.00 | INR Twenty Four Thousand Four Hundred & Twenty Seven Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
19 | Painting motif and graffiti on the gable walls of Godown with Premium Acrylic smooth exterior paint with silicone additives of required shade: New work (Two or more coats) | BI01010001010000000000000515BI0100001131 | 173.6 | Sqm | 953.2 | Excess(+) | 1 | Full Conversion | INR | 165475.52 | 165475.52 | INR One Lakh Sixty Five Thousand Four Hundred & Seventy Five and Paise Fifty Two Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
20 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. te. | BI01010001010000000000000515BI0100001132 | 14.1 | Cum | 3551.25 | Excess(+) | 1 | Full Conversion | INR | 50072.63 | 50072.63 | INR Fifty Thousand &Seventy Two and Paise Sixty Three Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
21 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | BI01010001010000000000000515BI0100001133 | 71.35 | Sqm | 105.35 | Excess(+) | 1 | Full Conversion | INR | 7516.72 | 7516.72 | INR Seven Thousand Five Hundred & Sixteen and Paise Seventy Two Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
22 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. | BI01010001010000000000000515BI0100001134 | 10.7 | Cum | 914.3 | Excess(+) | 1 | Full Conversion | INR | 9783.01 | 9783.01 | INR Nine Thousand Seven Hundred & Eighty Three and Paise One Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
23 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001135 | 75.8 | Cum | 2060.2 | Excess(+) | 1 | Full Conversion | INR | 156163.16 | 156163.16 | INR One Lakh Fifty Six Thousand One Hundred & Sixty Three and Paise Sixteen Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
24 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area 3 sq. metres and below | BI01010001010000000000000515BI0100001136 | 17 | Each | 367.2 | Excess(+) | 1 | Full Conversion | INR | 6242.40 | 6242.40 | INR Six Thousand Two Hundred & Forty Two and Paise Forty Only | 3 | Supplying, Conveying and fixing spls. Including ea | item4 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
25 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001137 | 4.04 | Cum | 2434.25 | Excess(+) | 1 | Full Conversion | INR | 9834.37 | 9834.37 | INR Nine Thousand Eight Hundred & Thirty Four and Paise Thirty Seven Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | |||||||||||||||||||||||||||||||||||||
26 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001138 | 4.04 | Cum | 1503.6 | Excess(+) | 1 | Full Conversion | INR | 6074.54 | 6074.54 | INR Six Thousand &Seventy Four and Paise Fifty Four Only | ||||||||||||||||||||||||||||||||||||||||||
27 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | BI01010001010000000000000515BI0100001139 | 10.8 | Cum | 8583.4 | Excess(+) | 1 | Full Conversion | INR | 92700.72 | 92700.72 | INR Ninety Two Thousand Seven Hundred and Paise Seventy Two Only | ||||||||||||||||||||||||||||||||||||||||||
28 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources). | BI01010001010000000000000515BI0100001140 | 14.4 | Cum | 6518.6 | Excess(+) | 1 | Full Conversion | INR | 93867.84 | 93867.84 | INR Ninety Three Thousand Eight Hundred & Sixty Seven and Paise Eighty Four Only | ||||||||||||||||||||||||||||||||||||||||||
29 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick | BI01010001010000000000000515BI0100001141 | 20 | metre | 91.75 | Excess(+) | 1 | Full Conversion | INR | 1835.00 | 1835.00 | INR One Thousand Eight Hundred & Thirty Five Only | ||||||||||||||||||||||||||||||||||||||||||
30 | Providing and laying BWF specified synthetic acrylic turfing on base course of concrete floooring. | BI01010001010000000000000515BI0100001142 | 144 | Sqm | 931.13 | Excess(+) | 1 | Full Conversion | INR | 134082.72 | 134082.72 | INR One Lakh Thirty Four Thousand &Eighty Two and Paise Seventy Two Only | ||||||||||||||||||||||||||||||||||||||||||
31 | Credit for demolished bricks | BI01010001010000000000000515BI0100001143 | 15008.4 | Nos. | 4 | Excess(+) | 1 | Full Conversion | INR | -60033.60 | -60033.60 | INR Minus Sixty Thousand &Thirty Four and Paise Forty Only | 1.02 | Construction of chamber for 100mm sluice plates | item2 | 213 | Nos | |||||||||||||||||||||||||||||||||||||
32 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means , including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | BI01010001010000000000000515BI0100001144 | 42.88 | Cum | 263.95 | Excess(+) | 1 | Full Conversion | INR | 11318.18 | 11318.18 | INR Eleven Thousand Three Hundred & Eighteen and Paise Eighteen Only | 2 | Construction of chamber for 100mm sluices valve | item3 | 10 | Nos | |||||||||||||||||||||||||||||||||||||
Total in Figures | 1695385.99 | 1695385.99 | INR Sixteen Lakh Ninety Five Thousand Three Hundred & Eighty Five and Paise Ninety Nine 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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