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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: REPAIRS / RESURFACING TO CERTAIN ROADS AT INSIDE AND OUTSIDE OTA AND AT MH, DEFENCE COLONY, NANDAMBAKKAM AND PALLAVARAM UNDER GE STM 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 binder 9.8 kg per 10 Sqm, binded with 0.09Cum of stone chippings, 6.3mm size and again well rammed ( including supply of premixed macadam, binder and chippings) and rolled with power roller complete all as specified and as directed by Engineer-in-Charge. |
| 4 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50 mm and not exceeding 100 mm deep, in area exceeding 400 sqm, complete all as specified and directed. |
| 5 | M&L for water bound macadam with granite trap or basalt coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), 75mm thick (compacted thickness) spread, rolled and consolidated to gadient and chamber required by using vibratory roller 8 to 12 tonne capacity complete all as specified and directed. |
| 6 | All as per item no 4 above but except materials |
| 7 | M&L for preparation of existing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud, sweeping with brooms and finally fanning the cleaned surface with air compresor / gunny bags to remove all loose dirt etc.complete complete all as specified and directed. |
| 8 | M&L for applying paving bitumen of grade VG-30 evely a priming / tack coat with bituminous primer 10 Kg/ 10 Sqm on unsurfaced WBM complete all as specified and as directed. |
| 9 | M&L for premix bituminous macadam by using Hot mix plant ,50mm / 75 mm consolidated thickness as required at site or less with 4.0 % binder content in weight of total mix by using paving bitumen VG-30 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 by Engineer-in-Charge |
| 10 | Note : (a) 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 job mix shall be designed from the Government Engineering Colleges ,Wing of CME Pune and Highways Research Station / IIT Chennai only, job mix formula shall be approved by GE before incorporation. (e) Cost of testing charges, materials 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 made on this account. |
| 11 | (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 55/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 |
| 12 | M&L for preparing the black top surfaces by wire brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with air compresor / gunny bags to remove all loose dirt etc complete all as specified and directed. |
| 13 | M&L for applying paving bitumen evenly as a priming / tack coat with bituminous primer of paving bitumen of grade VG-30 at the rate of 5 kg per 10 Sqm over bituminous surface complete all as specified and directed. |
| 14 | M&L for Bituminous premixed semi dense asphaltic concrete (SDAC) by using Hot mix plant ,40 mm consolidated thickness with 5.5% binder content in weight of total mix (Paving bitumen VG-30) 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 10 tonne capacity complete all as specified and directed by Engineer-in-Charge.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 electronic 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 job mix shall be designed from the Government Engineering Colleges ,Wing of CME Pune and Highways Research Station / IIT Chennai only, job mix formula shall be approved by GE before incorporation. |
| 15 | (f) Cost of testing charges, materials 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 made on this account.(g) Contractor quoted rate shall be for 5.5% binder content .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 55/kg .However no price adjustment if the binder content shall be more than as specified and no other claim whatsoever on this account shall be allowed and admissible. |
| 16 | M& lfor preparing road surface including cleaning the road surface of all dirt, seals, oil, grease and foreign material etc and applying 2.5 mm thick raod marking strips (Retro reflective) of specified shade/colour using hot thermoplastic material conforming to IS-164(1981) by fully automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser including glass beads, propane in accordance with manufacturer's instructions all as per BS EN 1871, BS EN 1423 and BS EN 1424 completeManufacturers specifications / instruction complete all as specified and directed by Engineer-in-Charge. |
| 17 | M&L for precast plain cement concrete 1:2:4 type B1 using 20mm graded crushed stone aggregate as in road kerb or mud stops, rounded or chamfered on edges to path/hard standing, set in cement mortar 1:4 complete all as specified and directed |
| 18 | S&F solar cat eye aluminum alloy (100% water proofing design according to 65) of size 125mmx125mmx125mm (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 equivalent of makes as approved by CWE. |
| 19 | S&F in repairs CAT Eye Solar reflective type of double side metal body alloy of size 100mmx100mmx20mm 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 equivalent of makes as approved by CWE. |
| 20 | S&F 800mm dia acrylic reflector round shape traffic safety convex mirror fixed on mild steel post of 50mm dia with wall thickness 3.65mm ,2.25 m total length,1.8m height above from the ground level including applying two coats of synthetic enamel paint on steel surface and embedded post in PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate, including digging of post holes of size 450 mm x 450mm x 500mm in any kind of soil with necessary excavation,RFR,removing of soil etc complete all as specified and directed. Make: 3M/Dark eye or other equivalent approved by CWE |
| 21 | S&F plastic speed breaker of size 250mm x 370mm x 65mm, Model No: SW065ABS or othe equivalent, material made up of ABS and fixing the speed breaker with necessary bolts / nuts etc.fixed all as per Manufacturer’s instructions and as directed by Engineer-in-Charge. Make : Dark Eye , GREENS / GREENLITE or equivalent of make as approved by CWE. |
| 22 | S&F 600mm dia acrylic reflector round shape traffic safety convex mirror fixed on mild steel post of 50mm dia with wall thickness 3.65mm ,2.25 m total length,1.8m height above from the ground level including applying two coats of synthetic enamel paint on steel surface and embedded post in PCC 1:3:6 type C2 using 40mm graded crushed stone aggregate, including digging of post holes of size 450 mm x 450mm x 500mm in any kind of soil with necessary excavation,RFR,removing of soil etc complete all as specified and directed. Make: 3M/Dark eye or other equivalent approved by CWE 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 |
