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| 1 | BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: COMMANDER WORKS ENGINEER, UDHAMPUR NAME OF WORK: REPAIRS AND RESURFCAING TO ROADS AND OTHER ALLIED MISC WORKS INCLUDING ROAD FURNITURE IN MD AND OTM ACCN AREA OF 874 AT BN & 5171 ASC BN, RWA 25, RWA 22, 5071 ASC BN & ADJOINING AREA OF JNE UNDER AOR OF AGE B/R II UNDER GE (NORTH) UDHAMPUR. Contract No: CWE/U(N)-16/2026-27 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 ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.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 Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dirt and mud of water sunken surface in roads, paths etc. cutting around edges to at least 25mm in depth making good by appling tack coat on bituminous surface with cationic bitumen emulsion RS-1 grade conforming to IS:8887 @ 5 Kg per Ten Square Metre, putting in Pre-mixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, binded with 0.09 Cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of pot holes exc 30 mm complete, all as specified and as directed |
| 3 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with compressed air to remove all loose dirt etc., and applying evenly a priming / tack coat on existing cleaned black top surface with bitumen primer @ 05Kg per Ten Square Metre and including Bituminous premix asphaltic semi dense concrete 30mm consolidated thickness with 5.5% paving bitumen using bitumen VG-30 paving grade ( 50 -70 penetration) binder content by weight of total mix with hydrostatic sensor paver finisher rolled and compacted with 8 to 12 tonne power roller to required camber and gradient, complete, all as specified and as directed by the Engineer-in-Charge. |
| 4 | Material and labour for premix bituminous, macadam with 4% binder content (paving bitumen VG-30) by weight of total mix by hot mix process laid/ rolled and compacted to required gradient and camber consolidated thickness 75 mm or lessNote: Repair to pot holes any depth not exc 1 sqm each and depression in patch over 50mm, shall also be carried out under this item. |
| 5 | Applying evenly a priming / tack coat with paving cationic bitumen emulsion SS-1 grade conforming to IS:8887 @ 5 Kg per Ten Square Metre, by mechanical sprayer, complete, all as specified & directed. |
| 6 | Note for item No. 1 to 4.(a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account.(b) To achieve marshal stability of 1050 KN and all as per SSR Part-I Clause No. 20.B.4. (c) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs 60.00 Per Kg and if qty of binder contents is more than the qty as specified in respective items of BOQ no adjustment shall be made. |
| 7 | Preparation of butuminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc and the like n. exc 10 cm wide on road/pavements with hot applied thermoplastic road marking paint of approved colour conforming to BS 3262-1989 with special applicator machineall as per manufacturer's instruction, complete all as specified and directed.Note : Contractor shall have to furnish the detail that quantity minimum used per square meter is 5.00 Kg/Sqm. |
| 8 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PMMA striplens reflector of model No. DA-972 fixed with and incl MS stud of suitable size as per manufactures instructions., complete all as specified and directed. |
| 9 | Solar cat eye aluminium alloy shall ( 100% water proofing design according to 65 ) of size 125mm x 125mm x 25mm ( shank 65mm ) of high efficiency Mono rystafie solar panel 2.4V / 0.3 watt one NI -ed rechargeable battery ( 1.2V / 1600MA ) consisting of super bright LED with 10,000 to 18,000 mcd complete as per manufactures instructions etc. all as specified and directed with stem self illuminating in dim areas during night time . Solar rechargeable batteries for continual performance without much maintenance . Super bright LEDs with a viewing distance of 500 meters . Equipped with prismatic reflective lens on each side ensure maximum reflectivity make up of highly compressive material cosustain over 10 tones water resistant. |
| 10 | Metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed by the Engineer-in-Charge. |
| 11 | Supply and fixing conves mirror of 800mm dia , made of plycorbonate material provided with 50mm mild steel medium weight pipe cost, duly powder coated fixed on ground with PCC 1:2:4 type B-1 of block size 60x60x60cm including excavation earth work and removing excavated soil to a distance n.exc 50m, complete all as specified as direct by Enginner-in-Charge. |
| 12 | 75mm thick Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in floors or pavings, complete all as specified and as directed. |
| 13 | Factory made Machine pressed / vibro mechenically floated coloured interlocking cement paver block (ISI marked), any shape and size conforming to IS 15658-2006 of (60-80)mm thickness, M-35 Grade, with grey cement with imported pigment. Shape shall be approved by Engr-in-Charge. |
| 14 | M&L for sand chushioning bed (Filling under floors) incl spreading leveling watering if required complete all as specified and directed Total in Figures 0.0 0.0 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
