Repair and re-tarring of various bituminous roads and providing paver blocks for footpaths at some places at CWS Colony under CWS Tadali

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Tender Inviting Authority: Staff Officer (Civil), CWS Tadali, Western Coalfields Limited

Name of work: Repair and re-tarring of various bituminous roads and providing paver blocks for footpaths at some places at CWS Colony under CWS Tadali NIT no.: CWTD-CIV-E-20-2025-26

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S. No. Item Description (Item no. 1 to 5 are from CPWD DSR-2021 and item no. 6 to 10 are from MP PWD SOR for Road & Bridge Works-2017) Item Code / Make Quantity Units Estimated Rate in Rs. P 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

Item code 15.2.1 of CPWD SOR Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). 0.000 cum Excess(+) Full Conversion INR

Item code 2.8.1 of CPWD SOR Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 0.000 cum Excess(+) Full Conversion INR

Item code 4.1.5 of CPWD SOR Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources). 0.000 cum Excess(+) Full Conversion INR

Item code 16.91.2 of CPWD SOR Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour &pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator,filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. 0.000 sqm Excess(+) Full Conversion INR

Item code 4.1.2 of CPWD SOR Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 0.000 cum Excess(+) Full Conversion INR

Item code 5.2(i) of MP PWD SOR Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. @ 0.25 kg per sqm (normal bituminous surfaces). 0.000 sqm Excess(+) Full Conversion INR

Item code 5.4(a)(ii) of MP PWD SOR Bituminous Macadam: Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. Using Batch Mix Plant of appropriate capacity and Paver finisher Hydraustatic with Sensor. for GradingII(19 mm nominal size) bitumen content 3.5%. 0.000 cum Excess(+) Full Conversion INR

Item code 5.9(a)(ii) of MP PWD SOR Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using HMP of appropriate capacity not less than 75 tonnes /hour.): Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity & finishing to required level and grade all complete as per clause 508 of specifications. with 60/70 bitumen (VG-30). Type-B (Bitumen @ 19 kg per 10 sqm). 0.000 sqm Excess(+) Full Conversion INR

Item code 8.13(ii) of MPPWD SOR Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work: Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road Grade-I marking paint concrete surface (cold applied reflective paint) conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control. Up to 10 cm in width. 0.000 sqm Excess(+) Full Conversion INR

Item code 8.28 of MPPWD SOR Road Markers/Road Stud with Lense Reflector: Providing and fixing single mould twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying to specifications of Section-5 of IRC:35-2015 and clause 804 of MORTH. As per clause 804.2.2 of MoRTH and Section-5 of IRC:35-2015, the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy / adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel. 0.000 each Excess(+) Full Conversion INR

Total impact of GST for the purpose of CTC 0.000 Nos Excess(+) Full Conversion INR

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