Bidhelp
E-IN-C BRANCH - MILITARY ENGINEER SERVICES||CE SC AND CE PUNE ZONE - MES||CWE (ARMY) MUMBAI - MES
E-IN-C BRANCH - MILITARY ENGINEER SERVICES||CE SC AND CE PUNE ZONE - MES||CWE (ARMY) MUMBAI - MES
Shri Vinay Kumar, IDSE, SE (SAG), CWE
Maharashtra QTY :

Items - SPECIAL REPAIR TO ROADS AND HARD STANDING AT HBTC MARVE UNDER GE (NORTH) SANTACRUZ

Tender Details
Costs
Documents
BOQ

BoQ1

Item Rate BoQ
BoQ_Ver3.0Item RateNormalINR OnlyINR
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 DescriptionItem Code / MakeQuantityUnitsEstimated RateAddition / DeductionAddition / Deduction ValuesCurrency Conversion against each ItemQuoted Currency in INR / Other CurrencyBASIC RATE In Figures To be entered by the Bidder Rs. P Excise DutyVATFreight Charges ( Unloading & Stacking)Any Other Taxes/Duties/LeviesOther Taxes 2IIIrd Party i.e. DGS&D / RITES etc. Inspection Charges @0.34%+Service TaxLess for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without TaxesTOTAL AMOUNT With TaxesTOTAL AMOUNT In Words
12334578910111251415161718192021222324252627282930313233343536373839404142434445464748495051525369
1Repair 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.25.0010 sqmExcess(+)1Full ConversionINR0.000.00INR Zero Only
2Scarifying 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. 60.0010 sqmExcess(+)1Full ConversionINR0.000.00INR Zero Only
3M&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.9.6010 sqmExcess(+)1Full ConversionINR0.000.00INR Zero Only
4Preparing 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.60.0010 sqmExcess(+)1Full ConversionINR0.000.00INR Zero Only
5M & 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.45.00CumExcess(+)1Full ConversionINR0.000.00INR Zero Only
6Preparing 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.60.0010 sqmExcess(+)1Full ConversionINR0.000.00INR Zero Only
7M & 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.60.0010 sqmExcess(+)1Full ConversionINR0.000.00INR Zero Only
8M & 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.120.00RMExcess(+)1Full ConversionINR0.000.00INR Zero Only
9M & 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.37.50CumExcess(+)1Full ConversionINR0.000.00INR Zero Only
10Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed33.75CumExcess(+)1Full ConversionINR0.000.00INR Zero Only
11M&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.37.50CumExcess(+)1Full ConversionINR0.000.00INR Zero Only
12M&L for 150mm thick Cement concrete type B- 2, 1:2:4 (40mm graded aggregate) all as specified and directed by E-in-charge.250.00SqmExcess(+)1Full ConversionINR0.000.00INR Zero Only
13M & 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. 37.50CumExcess(+)1Full ConversionINR0.000.00INR Zero Only
14M & 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-Charge6.5010 RMExcess(+)1Full ConversionINR0.000.00INR Zero Only
15M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound all as specified and directed by E-in-charge.7.0010 RMExcess(+)1Full ConversionINR0.000.00INR Zero Only
16M&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.80.00EachExcess(+)1Full ConversionINR0.000.00INR Zero Only
Total in Figures0.000.00
Quoted Rate in FiguresSelect0.00000.0000 Zero Only
Quoted Rate in WordsINR Zero Only