Items - SPECIAL REPAIR TO ROADS AND HARD STANDING AT HBTC MARVE UNDER GE (NORTH) SANTACRUZ
Item Rate BoQ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
BoQ_Ver3.0 | Item Rate | Normal | INR Only | INR | ||||||||||||||||||||||||||||||||||||||||||||||||||
Select, Excess (+), Less (-) | Less (-) | |||||||||||||||||||||||||||||||||||||||||||||||||||||
Tender Inviting Authority: CWE (Army) Mumbai | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
NAME OF WORK : SPECIAL REPAIR TO ROADS & HARD STANDING AT HBTC MARVE UNDER GE (NORTH) SANTACRUZ | ||||||||||||||||||||||||||||||||||||||||||||||||||||||
Contract No: CWE (M)/ OF 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 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 Conversion 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 | 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 | 53 | 6 | 9 |
1 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) and making good by applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed by E-in-C. | 25.00 | 10 sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces Exc 50 mm and n exc 100 mm deep in area exc 400 sqm complete all as specified and directed by E-in-C. | 60.00 | 10 sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
3 | M&L for 7.5 cm thick in (compacted thickness) unsurfaced water bound macadam WBM, with coarse aggregates trap/basalt of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required all as specified adn directed by E-in-Charge. | 9.60 | 10 sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
4 | Preparing unsurfaced water bound macadam surfaces with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tacking coat with bituminous primer at 7.5 kg per 10 sq metre of surface complete all as specified. | 60.00 | 10 sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
5 | M & L for Premix bituminous macadam n exc 75mm thickness (consolidated/ compacted thickness) using hot mix plant and mechanical paver with 4% binder (paving bitumen VG-30 grade) content by weight of total mix, rolled and compacted using 8 to 10 tonnes power roller to required camber and gradient complete all as specified. Note (i) Bitumenous macacdam shall be laid using self propelled hydraustatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined as per IRC 27:2009. The adjustment in the rate due to variation in quantity of bitumen, if any, shall be priced at the rate of Rs 60 per kg. | 45.00 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
6 | Preparing black top surfaced with wire brushes for removing caked mud etc .sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tacking coat with bituminous primer at 2.5 kg per 10 sq metre of surface complete all as specified. | 60.00 | 10 sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
7 | M & L for bituminious premix semi dense asphaltic concrete 30 mm (compacted thickness) using graded crushed stone aggregate, premixed with binder (paving grade bitumen VG 30 grade) @ 5.5% by weight of total mix & hydraulic lime filler, rolled and compacted to required camber and gradient complete all as specified and directed. Note :- (i) Bituminous premix dense bituminous concrete shall be laid using self propelled hydrostatic paver finisher and preparation of mix shall be using hot mix plant and transporting the mix in tipper. (ii) The exact bitumen content required shall be determined following the Marshall Mix Design procedure contained in the Asphalt Institute Manual MS-2 (Sixth Edition) as referred in case 3.5.3 of IRC 111: 2009. The adjustment in rate due to variation in quantity of bitumen if any shall be priced at the rate of Rs 60 per kg. | 60.00 | 10 sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
8 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. complete all as specified. | 120.00 | RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
9 | M & L for Excavating over areas, n exc 1.5 m deep and getting out soft and loose soil all as specified and directed by E-in-charge. | 37.50 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
10 | Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed | 33.75 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
11 | M&L for broken stone or boulders Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface specified and directed by E-in-charge. | 37.50 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
12 | M&L for 150mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) all as specified and directed by E-in-charge. | 250.00 | Sqm | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
13 | M & L for 150mm thick Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less all as specified and directed by E-in-charge. | 37.50 | Cum | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
14 | M & L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound of Grade A all as specified and directed by E-in-Charge | 6.50 | 10 RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
15 | M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound all as specified and directed by E-in-charge. | 7.00 | 10 RM | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
16 | M&L for Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions. | 80.00 | Each | Excess(+) | 1 | Full Conversion | INR | 0.00 | 0.00 | INR Zero Only | ||||||||||||||||||||||||||||||||||||||||||||
Total in Figures | 0.00 | 0.00 | ||||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Figures | Select | 0.0000 | 0.0000 | Zero Only | ||||||||||||||||||||||||||||||||||||||||||||||||||
Quoted Rate in Words | INR Zero Only |
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