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| 1 | Item Rate BoQ BoQ_Ver4.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: COMMANDER WORKS ENGINEER,CHENNAI Name of Work: SPECIAL REPAIRS TO CERTAIN ROADS INSIDE OTA CHENNAI AND AT USMAN LINE UNDER GE STM CHENNAI Contract No: CWE/STM/ OF 2026-27 Name of the Bidder/ Bidding Firm / Company : SCHEDULE 'A'(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 # Sl.No. Description of items Item Code / Make Quantity Unit 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 With Taxes TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | M&L for repairs to potholes any depth, not exceeding 1 Sqm each including sweeping, free from dust and mud or water, scoring sunken surfaces in roads, paths, etc. by cutting around edges to at least 25mm in depth, making good by filling in with screened and graded road metal, watering and well ramming (including supply of road metal) etc.complete all as specified and as directed by Engineer- in- charge |
| 3 | M&L for repair to pot holes any depth not exceeding 30mm ,area not exceedig 1.00 Sqm each including sweeping free from dust, mud or water scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25 mm in depth making good by applying tack coat of paving bitumen of grade VG-30 at 5 Kg per 10 Sqm, putting and filling pot holes with premixed bitumen mix as specified for SDAC ,well rammed and rolled with power roller complete all as specified and as directed by Engineer-in-Charge. |
| 4 | M&L for preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surface with Air Compressor to remove all loose dirt etc complete all as specified and as directed by Engineer-in-Charge. |
| 5 | M&L for applying paving bitumen of grade VG-30 evenly as a priming / tack coat with bituminous primer at the rate of 10 Kg / 10 Sqm on unsurfaced WBM surface by using bitumen sprayer machine complete all as specified and as directed. |
| 6 | M&L for preparing existing black top surfaces of road by brushing with wire brush for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge. |
| 7 | M&L for applying evenly as a tack coat with bitumen primer of paving bitumen of grade VG-30 at the rate of 5 kg per 10 sqm over bituminous surface by using bitumen sprayer machine complete all as specified and directed. |
| 8 | M&L for Bituminous premixed semi dense asphaltic concrete (SDAC) ,40 mm consolidated thickness with 5.5 % binder content (by using paving bitumen of grade VG-30 ) in weight of total mix and filler of cement, content as per design mix (not less than 2%) spread by using mechanical paver, rolled and consolidated to required camber and gradient complete to a uniform surface by using Tandom Vibrator power roller 8 to 12 tonne capacity complete all as specified and directed.Note : (a) Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b) SDAC shall be as per MORTH specification(c) Laying shall be done by means of self-propelled mechanical paver, finishing with lectronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (d) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only (e) The mix shall be designed by job mix formula and approved by GE before incorporation.(f) Cost of mix design, testing charges, materials as required and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be admissible on this account. (g) Contractor quoted rate shall be for 5.5% binder content only .If the binder content shall be less than 5.5% by weight of total mix, price adjustment shall be made for less bitumen at the rate of Rs 50/kg .However no price adjustment if the binder content shall be more than 5.5% and no other claim whatsoever on this account shall be allowed and admissible. |
| 9 | M&L for premix Dense Bituminous Macadam (DBM), as in profile layer, with grading 2 of IRC laid in layers of 75mm or less (consolidated) thickness using 4.0% binder content (paving bitumen of grade VG-30 ) by weight of total mix ,obtained from computrised hot mix plant, spread, rolled and compacted to required camber and gradient by using mechanical sensor paver and rolled to a uniform, smooth surface using Tandem vibratory roller 8 to 12 tonne capacity complete all as specified and as directed.Note : (a) Premixed Dense Bituminous Macadam shall be as per MORTH specification (b) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (c) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only. (d) The mix shall be designed by job mix formula and approved by GE. (e) Cost of mix design, testing charges, materials as required and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be admissible on this account.(f) Contractor quoted rate shall be for 4.0% binder content only .If the binder content shall be less than 4.0 % by weight of total mix, price adjustment shall be made for less bitumen at the rate of Rs 50/kg .However no price adjustment if the binder content shall be more than 4.0 % and no other claim whatsoever on this account shall be allowed and admissible. |
| 10 | M&L for cold milling of exisitng bituminous surface of any description of thickness not exceeding 40mm by using milling machine (including machine/ vehicle/ other equipments as required for milling) cleaning the milled surface and removing completely the milled materials to a designated dumping yard to distance not exceeding 500 meter complete all as specified and as directed by Engineer-in-Charge. |
| 11 | M&L for providing precast cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in road kerb stones, set and jointed in cement mortar 1:4 complete including necessary moulds,formwork and taking down old PCC kerb stone of any description including removal and dispose off kerb stone complete all as specified and directed. |
| 12 | Demolition of brick work or stone/ boulder masonry built in cement mortar or cement lime mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified. |
| 13 | M&L for old size brick work with fly ash bricks straight or curved on plan and 6 metre mean radius built in cement mortar 1:4 complete all as specified |
| 14 | M&L for plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in coping, lintels upto 1.50m clear span, lintel bands, roof bands and other similar items including necessary form work complete all as specified. |
| 15 | M&L for rendering 15mm thick in cement mortar 1:4 on fair faces of brick work or concrete surfaces of wall ,finished even and smooth without using extra cement complete all as directed . |
| 16 | M&L for preparing newly plastered surfaces of wall surfaces and applying two coats of cement base paint over a coat of primer complete all as specified |
| 17 | M&L for preparing bituminous surfaces of road and applying 2.5 mm thick road marking (Retro reflective) paint as in centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10cm wide on roads , pavements surfaces 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. |
| 18 | M&L for forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30cm thick; watering, ramming with power roller 8 to 10 tonne capacity and finishing to the required size, shape, etc., not exceeding 1.5m high from base complete all as specified. |
| 19 | Excavation over area not exceeding 1.5m in depth for foundation of retaining wall, drain etc and getting out in hard or dense soil complete all as specified |
| 20 | M&L for plain cement concrete 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified. |
| 21 | Returning, filling in soil including spreading, leveling, watering and well ramming in layers not exc 25 cm thick all as specified and directed. |
| 22 | Removal of surplus excavated soil to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified |
| 23 | S&F Convex traffic mirror of 60 cm diameter ,circular in shape for a wide-angle, upright view with polycarbonate lens, shatter proof, and light weight with back body of ABS plastic, including designed for pole - mounting (using a 125mm diameter MS pipe) and mounting bracket, hood/ canopy (orange) at height 2.2 to 2.8 m including necessary earth work, RFR and removal of soil etc, including plain cement concrete 1:2:4 type B2 foundation concrete for embedding post in ground complete as specified and as directed.Make : 3M/Darkeye or other equivalent make approved by Accepting Officer |
| 24 | S&F yellow and black plastic speed bump of size 250x370x65 mm of 40 tonne load capacity made of highly reflective reflector mould in PMMA, material welded with ABS plate through ultrasonic welding process with end cap including epoxy for fixing speed bumps on roads at different locations and places with necessary screws,bolts, nuts etc.fixed all as per Manufacturer’s instructions and as directed by Engineer-in-Charge. Make : Sloway ,Model no. SW065ABS or other equivalent make approved by Accepting Officer |
| 25 | S&F solar cat eye aluminum alloy (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 all as per manufactures instructions and as directed. Make : Dark Eye , GREENS / GREENLITE or other equivalent make approved by Accepting Officer |
| 26 | S&F CAT Eye Solar reflective type of double side metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA strip lens reflectors of model no. DA 972.0 , fixed with and including MS Stud of suitable size all as per Manufacturers instructions and as directed. Make : Dark Eye , GREENS / GREENLITE or other equivalent make approved by Accepting Officer Total in Figures 0.0 0.0 INR Zero Only 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 |
