| 1 | 1 | M&L for repairs to pot holes not exceeding 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 25mm in depth, making good by applying tack coat @ 5Kg/10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg/10 Sqm, using bitumen grade VG-30 and blinded with 0.09 Cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam binder and chips) depth of pot holes exceeding 30mm complete all as specified and as directed. | | 27 | TEN\n SQM |
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| 2 | 2 | M&L for preparation of black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc all as specified and as directed. | | 611 | TEN\n SQM |
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| 3 | 3 | M&L for preparation of unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc all as specified and as directed. | | 55 | TEN\n SQM |
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| 4 | 4 | M&L for applying evenly a priming/tack coat with bituminous primer at 10Kg/10 Sqm using paving bitumen grade VG-30 with sprayer complete all as specified and as directed. | | 55 | TEN\n SQM |
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| 5 | 5 | M&L for applying evenly a priming/tack coat with bitumen primer over existing black top surfaces at 5Kg/10 Sqm using paving bitumen grade VG-30 with sprayer complete all as specified and as directed. | | 611 | TEN\n SQM |
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| 6 | 6 | M & L for Bituminous premix semi-dense asphaltic concrete 40mm consolidated thickness with 5.5% binder content by weight of total mix rolled and compacted to required camber and gradient with power roller 10 to 12 tonne capacity complete all as specified and as directed.\nNote: Contractor shall quote his rate by considering 5.5% bitumen content. If it is less than 5.5% by weight of total mix, the amount shall be recovered for the less weight of binder only at the rate of Rs 42/- per Kg if technically acceptable. No other claim whatsoever on account of this will be allowed.\n | | 666 | TEN SQM |
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| 7 | 7 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 sqm, exceeding 50mm and not exceeding 100mm deep including removing to a distance not exceeding 50mtr and stacking complete all as specified and as directed. | | 55 | X SQM |
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| 8 | 8 | M&L for 75mm thick WBM (compacted thickness) with granite, trap or basalt coarse aggregate of grading 3 (50 to 20mm size) spread, rolled and consolidated to required gradient and camber complete all as specified and as directed. | | 31 | X SQM |
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| 9 | 9 | All as per item No 8.00 here-in-before but except materials complete all as specified and as directed. Note : Materials retrieved from item No 7.00 here-in-before shall be used. | | 24 | X SQM |
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| 10 | 10 | M&L for providing and applying 2.5mm thick road marking strips exceeding 10cm wide (Retro reflective) of specified shade/colour using hot thermoplastic material by fully automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cleaning the road surface of all dirt, seals, oil, grease and foreign material etc and accordance with manufacturers specifications complete all as specified and as directed. | | 200 | SQM |
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| 11 | 11 | S&F Duo directional CAT eyes of size 90x110x17mm made up of weather resistant high impact polymer conforming to ASTMD4280 and having electronically welded micro prismatic lens with abrasion resistant coating and fixed with 2 Nos of polymer shanks of suitable dia and suitable adhesive conforming to IS as per procedure recommended by manufacturer all as specified and as directed.\nMake : DARK EYE/TATA BP/3M/ALEXIS ENTERPRISES PVT LTD\n | | 200 | EACH |
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| 12 | 12 | M&L for 75mm thick (spread thickness) moorum/ red bajri spread, rolled and consolidated to required gradient and camber in berms on either side of roads including surface dressing manually complete all as specified and as directed. | | 60 | X SQM |
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| 13 | 13 | M&L for Plain cement concrete Type B1 1:2:4 using 20mm graded stone aggregate in road kerbs, stone or chamfered on edges complete all as specified and as directed. | | 5 | CUM |
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| 14 | 14 | Dismantling interlocking floor tiling including sand cushioning (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed. | | 112 | SQM |
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| 15 | 15 | M&L for Sand filling under floors or in foundations as in cushioning to interlocking paver blocks complete all as specified and as directed. | | 5.6 | CUM |
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| 16 | 16 | M&L for Machine pressed precast conctete interlocking paver\nblock any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement and no pigment complete all as specified and as directed. | | 62 | SQM |
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| 17 | 17 | All as per Item No. 16 here in before but fixing only complete all as specified and as directed. Note : Interlocking tiles obtained from Item No.14 here in before shall be used.\n | | 50 | SQM |
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