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| 1 | Note 1:- (Applicable for all parts/items) : The bidders/contractors are advised to read tender documents & all corrigendum/amendments and general condition of contracts before entry/quoting the rates.Note 2:- Attention to bidder is hereby invited to upload revised BOQ if published during their bid submission. Uploading ofincorrect/ pre-revised BOQ shall be treated as non bonafide and rejected. Fixed credit has been given in technical documents which shall be taken into account during acceptance of bid/tender. |
| 2 | Excavation over area n exc 1.50m deep and getting out in hard soil complete all as specified and directed. |
| 3 | Removing excavated material to a distance n exc 50m and depositing where directed at a level n exc 1.50m above the starting point complete all as specified and directed. |
| 4 | M&L Rolling and consolidating formation surfaces in cutting with using 8 to 12 tonne power roller including filling (if required) in hollows & depressions, soft spots etc, which occur during rolling watering as necessary and consolidating to required level, camber and gradient keeping rolling wheels wet etc complete all as specified and directed. |
| 5 | M&L soiling 150mm thick with broken boulder or quarried stone interstices surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. |
| 6 | M&L WBM 150 mm thick (compacted thickness) in two layer 75mm thick each with coarse aggregate grading 2 (63 to 40mm size) spread, rolled and consolidated to required gradient and camber complete all as specified and directed. |
| 7 | Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5kg per 10sqm, binded with 0.09cum of stone chipping, 6.3mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of potholes exc 30mm complete all as specified and directed. |
| 8 | M&L for Applying evenly a prime coat of Cationic BitumenEmulsion SS1 confirming to IS: 8887 at a rate of application of 0. 7-1 kg/sqm on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed. |
| 9 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat ofCationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate ofapplication of0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanica sprayer after cleaning of existing surface complete all as specified and directed. |
| 10 | M&L for premixed bituminous Macadam (using 4% binder content) laid/rolled and compacted to required gradient and camber consolidated thickness 75mm or less) using paving bitumen of grade VG-30 complete all as specified and directed. |
| 11 | M&L Bituminious premix semi dense asphaltic concrete using paving bitumen any penitration 40mm consolidated thickness with 5.5% binder content by wt of total mix rolled and compacted to required camber and gradient with 8 to 10 ton power roller, complete all as specified and directed. |
| 12 | M&L for 2.50mm thick painting to road surfaces as lines, dashes, arrows, zebra cross etc on road pavements and like with thermoplastic road marking paint@ 5Kg/Sqm and applying glass grit (BS 6086) @ 300 gram/sqm over painting surfaces while the painting surfaces are hot by mechanical means including cleaning surfaces complete all as specified and directed.Make : STP/ASIAN PAINTS/BERGER |
