Items - Term contract for drain in Resdl Area at Sect HQ
| Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Tender Inviting Authority: DEPUTY INSPECTOR GENERAL, HQ 23 SECTOR ASSAM RIFLES | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Name of Work: Term contract for drains in Resdl Area at 23 Sect HQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Contract No: 8023/09/E8/2025 | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
| 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 including all Taxes | TOTAL AMOUNT With Taxes | TOTAL AMOUNT In Words | ||||||||||||||||||||||||||||||||||
| 1 | 2 | 3 | 3 | 4 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 5 | 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 |
| 1.01 | Plinth protection based drain :- 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. (PLINTH DRAIN type) | 21.21 | Cum | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.02 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.61 | Cum | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.03 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer in- charge. (for base of PLINTH DRAIN) | 49.90 | Sqm | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.04 | Providing and laying ( 100 mm instead 75 mm/ prorata) thick compacted bed of dry brick aggregate of 40 mm thick nominal size ( or eqivalent stone based aggregate) including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer in- charge. (for base of PLINTH DRAIN) | 49.90 | Sqm | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.05 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | 93.560 | Sqm | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.06 | Large size rain storm water open drains :- 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. (Road DRAIN type) | 17.84 | Cum | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.07 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). (for all 3 sides of PLINTH DRAIN). (for bottom of PLINTH DRAIN) | 2.74 | Cum | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.08 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) ( for two sides of wall of ROAD DRAIN TYPE) . | 8.23 | Cum | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.09 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) - INVERTED/TOP LINING/ COPING P.C.C | 0.75 | Cum | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| 1.10 | M&L for 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand) complete.(INTERNAL PLASTERING FOR ALL 3 SIDES) | 37.43 | Sqm | 0.0000 | Excess(+) | 1 | Full Conversion | INR | 0.0000 | 0.0000 | INR Zero Only | 1.01 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos | ||||||||||||||||||||||||||||||||||||||
| Total in Figures | 0.0000 | 0.0000 | 4 | Construction of chamber for 100mm sluice plates | item5 | 10 | Nos | |||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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