Items - CONSTRUCTION OF RAIN WATER HARVESTING STRUCTURES AT OLD AMRITSAR CANTT
| Item Rate BoQ | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| BoQ_Ver3.0 | Item Rate | Normal | INR Only | INR | |||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Select, Excess (+), Less (-) | Less (-) | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| TENDER INVITING AUTHORITY: GARRISON ENGINEER AMRITSAR CANTT. | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| NAME OF WORK: CONSTRUCTION OF RAIN WATER HARVESTING STRUCTURES AT OLD AMRITSAR CANTT | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| CONTRACT NO : GE/ASR - 61 OF 2025-26 (8125 - 61/2025-26/E8) | |||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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| 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 | Addition / Deduction | Addition / Deduction Values | Currency Convertion against each Item | Quoted Currency in INR / Other Currency | 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 in Rs. P | 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 | Supplying, Conveying and fixing spls. Including eart | item1 | 123.223 | Nos |
| 1.00 | Material and labour for boring 300mm in soft/ soil and getting out and disposal of spoil to a distance 50m using DMC method (Direct Mud Circulation Method) complete all as specified and shown on drg No CEJZ/STD-379/17 sheet 1/4 & 2/4. Note:- Pipe shall be measured and paid separately under respective items | 80.00 | Rm | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 2.00 | Supply and laid in layers 3 to 5 size pea gravel as in rainwater harvesting recharge pit complete all as specified. | 11.00 | Cum | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 3.00 | Supply and fixing plug cap 150mm bore complete all as specified and shown on drg No CEJZ/STD-379/17 sheet 1/4 & 2/4. | 1.00 | Each | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 4.00 | Supply and fixing bail plug 150mm bore pipe complete all as specified and shown on drg No CEJZ/STD-379/17 sheet 1/4 & 2/4. | 1.00 | Each | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 5.00 | Supply and fixing 150mm bore slotted UPVC pipe (SCH-80) single/ double socketed, including short lengths as in recharge pit of rain water harvesting system complete all | 75.00 | RM | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 6.00 | M&L for RCC rain water harvesting recharging pit ( Type RWH-2), of internal plan area (4.0 x 2.0) meter with M25 sedign Mix, excavation in any type of soil, PCC (1:4:8) below foundation, RCC M-25 design mix in walls, with angle iron Grill complete all as specified and shown on drg No CEJZ/STD-379/17 sheet 1/4 & 2/4. | 1.00 | Each Job | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 7.00 | Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out in soft/ loose soil. | 90.00 | Cum | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 8.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm Thk in soft soil. | 16.00 | Cum | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 9.00 | Removing excavated material to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 metre above the starting point complete all as specified. | 74.00 | Cum | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 10.00 | M&L for cement concrete Type D-2, 1:4:8 mix using 40mm graded stone aggregae as in foundation fillings, mass concrete complete all as specified and directed. | 18.00 | Cum | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 11.00 | M&L for Old size brickwork with fly ash brick straight or curved on plan exc 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed. | 32.00 | Cum | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 12.00 | M&L PCC ( 1:2:4) type B-0 type using 12.5mm graded stone aggreage in coping to brick wall all as specified | 1.80 | Cum | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 13.00 | M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 and finish surface even and fair complete all as specified. | 130.00 | Sqm | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 14.00 | S&F Mild steel TMT bar 10mm dia and above cut to length, bent to shape rquired including cranling , bending spirally for hooping for column , hooking ends and binding with mild steel wire not less than 0.9mm dia as specified. | 250.00 | Kg | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| 15.00 | M&L pre cast reinforced cement concrete (1:2:4) B-1 Type using 20mm graded stone aggregate as in manhole cover and set in cement mortar (1:4) including necessary form work, complete all as specified and directed by Engineer-in-Charge.(Note: Reinforcement shall be mearsured & paid separately) | 4.00 | Cum | 100.00 | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||
| Total in Figures | Material and Labour for in replacemennt earthing complete with galvanized steel earth plate electrod of size 60cmx60cmx6mm thick burried directly in ground vertically(earth pit not less than 2.25 metre deep below normal ground level) with top edge of the plate not less than 1.5 metre below normal ground level connected to galvanized iron or steel earth wire 4 mm dia by means of bolts nuts check nuts and GI washers of Galvanised iron protected by steel pipe 15mm (light grade) all as shown in elecrrical plate No.3 of SSR Part-I and connecting to earthing test point (earth test point to be provided at 5 metre distance from earth pit) and testing on completion including necessary excavation and earth work. The rate also include charcoal dust and salt in alternate layers, 25 mm dia light grade GI pipe, funnel, wire mesh, Concrete 1:3:6 type C-1 for pit and RCC pit cover. The extra cost of the watering pipe, bends, elbows shall be included in the unit rate. Note : RCC pit cover shall be precast of RCC 1:2:4 type B-1 80mm thick reinforced with XPM weighing not less than 4 Kg/Sqm, complete all as specified and directed. | 6 | Each Job | 0.00 | 0.00 | INR Zero Only | |||||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Figures | 0.00 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Quoted Rate in Words | INR Zero Only |
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