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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: GE (I) R&D CHANDIPUR Name of Work: REPAIR TO PQC/PCC AND BITUMINOUS ROAD AT CERTAIN PLACES FROM OP-4000 TO OP-19000 INCLUDING APPROACHES TO OPS, MAIN ROAD TOWARDS BHIMPUR, KUMARPUR, SITE-A, B AND C AT PXE/ITR CHANDIPUR UNDER AGE B/R-II CHANDIPUR Contract No: GE(I)R&D/BLS/ 2026-27 Bidder Name : SCHEDULE 'A' (BOQ) 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 Work / Item Item Code / Make Number or Quantity Unit Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE (including all Taxes as specified in tender Documents) In Figures To be entered by the Bidder Rs. Ps. 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 With Taxes TOTAL AMOUNT In Words |
| 2 | Scarifying or picking graveled, macadam or bituminous macadam surface in area n. exc. 400 Sqm and depth n. exc. 100 mm removing material and stacking complete all as specified and directed. |
| 3 | M&L and compacting 75 mm thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with mechanical paver and rolling with vibratory roller of capacity 8 to 10 tonne static weight and consolidating to required gradient and camber complete all as specified and directed. |
| 4 | Preparing unsurfaced WBM/WMM by brushing with wire brushes for removing caked, mud etc., sweeping with brooms and finally fanning the cleaned surface with air compressore/mechanical means to remove all loose dirt etc. and applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 10kg/10sqm on WBM/WMM surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. |
| 5 | M&L for bituminous premix semi dense asphaltic concrete 40 mm consolidated thickness laid in single layer with binder content using paving bitumen VG-30 as per job mix formula subject to minimum 5.50% by weight of total mix and coarse aggregate of grading-1 including filler laid by mechanical paver, rolled and compacted to required camber and gradient with vibratory power roller of 8 to 12 tonne capacity complete all as specified and directed.Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. |
| 6 | Preparing black top surfaces by brushing with wire brushes for removing caked, mud etc., sweeping with brooms and finally fanning the cleaned surface with air compressore/mechanical means to remove all loose dirt etc. and applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. |
| 7 | M&L for providing and laying of bituminous macadam using crushed stone aggregate of granite/trap/basalt of specified grading, premixed in hot mix plant with bituminous binder content (VG-30) @ minimum 4% by weight of total mix, carrying mix material to work site, spreading in uniform layers with mechanical paver to the required gradient, level, alignment and camber and rolled with vibratory power roller of 8 to 12 tonne capacity to achieve the desired compaction complete all as specified and directed.Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. |
| 8 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface complete all as specified and directed. |
| 9 | M&L for bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness laid in single layer with binder content using paving bitumen VG-30 as per job mix formula subject to minimum 5.50% by weight of total mix and coarse aggregate of grading-1 including filler laid by mechanical paver, rolled and compacted to required camber and gradient with vibratory power roller of 8 to 12 tonne capacity complete all as specified and directed.Note - In the event of increase in percentage of binder content as per job mix formula, nothing extra shall be admissible and quoted rate are deemed to include for the same. |
| 10 | Repairs to pot holes any depth, n. exc. 1 Sqm 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 depth, making good by applying tack coat @ 5 Kg/10 Sqm, putting in premixed bituminous mecadam, well rammed and sealed with binder (paving bitumen VG-30) @ 9.8 Kg/10 Sqm blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed mecadam, binder and chipping), depth of pot holes exceeding 30 mm complete all as specified and directed. |
| 11 | M&L for preparing road surfaces and marking 2.50 mm thick centre lines, stop lines, dashes, arrows etc. and the like on roads pavements with hot applied thermo plastic road marking paint of approved colour with reflectorising glass beads extremely high skid resistance @ 250 gm/sqm confirming to BS 3262-1989 by using special applicator machine all as per manufacturers instruction, the finished surface to be uniformly levelled and free from streaks & holes complete all as specified and directed. |
| 12 | Demolition of PCC/PQC of any description and in any position not otherwise specifically provided for by mechanical means complete all as specified and as directed. |
| 13 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded aggregate) as in sub-base, foundations, filling and mass concrete including necessary formwork complete all as specified and as directed. |
| 14 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded aggregate) as in foundations, filling and mass concrete including necessary formwork complete all as specified and as directed. |
| 15 | Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed. |
| 16 | Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and directed. |
| 17 | Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil complete all as specified and directed. |
| 18 | Removing excavated material n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed. 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 |
