|
| 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: Certain repairs to PQC / PCC and Bituminous road at various places from OP-21000 to OP-47000 including approaches to Ops from main road at PXE Chandipur under AGE B/R 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 Units 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 | 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. |
| 3 | M&L for roughening surfaces of old concrete floor by picking, sweeping clean and washing down with water to remove dust etc. complete all as specified and as directed. |
| 4 | M&L for cutting channels, grooves or rebates in concrete surfaces exc. 15 cm but n. exc. 30 cm girth by using diamond bit cutter of appropriate size and trimming surface complete all as specified and as directed. |
| 5 | M&L for cement concrete work of thickness 25 cm in pavement/hard-standing of flexural strength 40 Kg/Sqcm in field using 400 kg of cement per cubic metre including necessary formwork complete all as specified and directed. |
| 6 | M&L for Forming Contraction (Dummy) joints 65 mm deep x 10mm wide, filled with sealing compound Grade 'A' complete all as specified and directed. |
| 7 | M&L Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and directed. |
| 8 | M&L for retro reflective thermo plastic road marking paint 2.50mm thick, uniform finish yellow/white in colour, applied by machine all as specified and conforming to BS 3262-1989 including cleaning of surface complete all as specified and directed by the Engineer-in-charge. |
| 9 | Supplying and fixing in repair Retroreflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. |
| 10 | M&L for preparing old black top surfaces of road by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc, applying evenly a priming/tack coat with Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.30 Kg/Sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for Road and Bridge works 2013, using mechanical sprayer complete all as specified and as directed by EIC. |
| 11 | M&L for providing bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix, with using paving bitumen VG-30 laid/spread uniformly by means of pavers over primed black top surfaces, rolled and compacted to required camber and gradient complete with 8 to 12 tonne power roller complete all as specified and as directed by the Engineer-in-Charge. Note :- (i) Filling of any pot holes (coming in the area to be re-carpeted) in the above item not exc 30mm depth by material of premix asphaltic semi dense concrete is deemed to be included in the quoted rate. |
| 12 | M&L for repair to potholes any depth, not 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 in depth, making good by applying tack coat @ 5 kg per 10 sq m, with using paving bitumen VG-30, putting in premixed bituminous macadam, well rammed and sealed with binder (paving bitumen VG-30) @ 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm complete all as specified and directed by Engineer in charge. 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 |
