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| 1 | M&L for repairs to pot holes not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surface in roads, paths etc., cutting around edges to at least 25 mm in depth, making good by applying tack coat of 5 kg per 10 sqm using paving bitumen VG-30, putting in premixedbituminious macadam, well rammed and sealed with binder 9.80 kg per 10 sqm VG-30 blinded with 0.09 cum of stone chippings, 6.3mm size and again well rammed (including supply of premixed macadam, binderand chippings),depth of potholes exc. 30 mmall as specified and as directed. |
| 2 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exc. 400 sqm andexc 50 mm and n exc 100mmdeepcomplete all as specified and as directed. |
| 3 | M&L for Screening road metal, chippings etc on the site of work, when specially ordered including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both side of screen measured for payment) complete all as specified and directed. |
| 4 | M & L for 75 mm mm thick Water bound macadam (WBM) (compacted thickness)with granite, trap or basalt coarse aggregates of grading 2 (63mm to 40mm size) spread, rolled using power roller exceeding 8 ton and not exc 12 ton capacity and consolidated to camber and gradient required all as specified and as directed. |
| 5 | All as per item No 4 above but except materials ( Material retrived from from item No 3 to be reused after screening) |
| 6 | M&L for preparingunsurfaced WBM surfaces 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 and applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sqm using paving bitumen VG-30 grade complete all as specified and directed. |
| 7 | M&L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with mechanical air compressure to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm using paving bitumen VG-30 grade complete all as specified and directed. |
| 8 | M&L for laying and consolidating for bituminous premixed semi dense asphaltic concrete consolidated thickness 30 mm with 5.5 % binder content by weight of total mix using paving bitumen VG -30 grade, mixed in hot mix plant, rolled and compacted to required camber and gradient by using mechanical paver complete to a uniform surface all as specified and directed. |
| 9 | M & L for Painting lines, dashes, arrows, letters etc. on road surfaces / over speed breakers, pavements and the like exc 10 cm and n. exc 30 cm wide with 2 to 3mm thick thermoplastic road marking paint using automatic road marking spray machine including preparing black top surface by fanning out dust and any other foreign matter complete all as specified and directed. |
| 10 | M&L for applyingthermoplastic road marking paint (reflective) of specified shade or colour,2.5 mm thick not exceeding 10 cm width withglass beeds 250gm/sqm including layout of centre line, dashes, arrows, speed breakers, writting letters etc.,using hot 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 made free of all dirt, scales,oil grease, foreign materials etc., complete all as specified and as directed. |
| 11 | Excavation over area, n exc 1.5 m deep and getting out hard/dense soil complete all as specified and directed. |
| 12 | Removing excavated materials to a distanceexc 250 mtr and n, exc.500 mts and depositingwhere directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed. |
| 13 | M & L for 150 mm Soling (or Sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled using power roller exceeding 8 ton and not exc 12 ton capacity and consolidated to required gradient and camber complete all as specified and directed.. |
| 14 | M & L for 150mm thick(Compacted thickness) WBM laid in two layes ( 75 mm thick each layer), with coarse aggregates of grading 2 (63 to 40 mm size)spread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 15 | M&L for laying and consolidating bituminous premixed ashphaltic semi-dense concrete 40 mm consolidtaed thickness with 5.5% binder content by weight of total mix by using paving bitumen (VG-30 Grade) any penetration rolled and compacted to required cambder and gradient etc. with mechanical paverand rolled with 8 to 12 Tonne power roller and complete all as specified and directed. |
| 16 | M&L for precast cement concrete (1:2:4)type B1, (20mm graded stone aggregate)as inkerbs stone (300x300x150mm) set in cement mortar (1:4) and similar work etc, including necessary form work complete all as specified and directed |
| 17 | M&L for 75mm thick (spread thickness) approved moorum/red bajri for berms including spreading, levelling, watering and rolled with hand roller of 0.2 to 0.5 tonne capacity to required camber and gradient complete all as specified and directed.NOTE:- Moorum shall be brought from outside MOD land. |
| 18 | S & F delinator dual directions retro reflective round delinator made of 16 gauge MS pipe 75mm dia and 0.9mtr height duly powder coat painted with three reflective band of coloured (red white and yellow colour 150mmwide & 50 micron thick) and protected with welded wire mesh cage including necessary excavation of size (300 x 300 x 450)and filled with PCC (1:3:6) all as specified and directed |
| 19 | S & Froad studs two way reflective type of size 100x100x25 mm made of ABS materials of approved colours fixed on bituminous /concrete surfaces of approved make by GE all as directed. Make: 3M/ Mr. lllumination/Dark Eye/aktion |
| 20 | M & L for 150mm thick(Compacted thickness) WMM laid in two layes , with coarse aggregates of grading 2 (63 to 40 mm size)spread, rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 21 | M&L 100 mm thick DLC Type C2 1:3:6 (40mm graded aggregate)( IRC-SP49 to be followed for DLC) insub base of PQC road and mass concreteall as specified and directed. |
| 22 | M&L 100mm thick Sand Cushioning over DLC all as specified and directed. |
| 23 | M&L Polythene film, black, 50micron laid over sand cushingall as specified and directed. |
| 24 | M&L for PQC work in pavement/hard-standing of flexural strength 35kg/per square centimetre in field using minimum 350 kg of cement per cubic metre, thickness of concrete 15cm or less complete all as directed. |
| 25 | M&L for Finishing surface of concrete roads, pavementsbut by broomingall as specified and directed. |
| 26 | M&L Forming 12 mm thick ex pansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘B’ all as specified and directed. |
| 27 | M&L Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound Grade \"B\" all as specified and directed. |
| 28 | M&L Forming Construction joint 30mm deep x 10mm wide filled with sealing compound all as specified and directed. |
| 29 | M&L 150mm Reinforced concrete RCC Hume pipe pipes, class NP2, laid and jointed complete with collars all as specified and directed. |
| 30 | M&L Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 for 150mm dia pipe all as specified and directed. |
| 31 | Excavation in trenches , n exc 1.5 mwide and n.exc 1.5 m deep and getting out hard/dense soil complete all as specified and directed. |
| 32 | M&L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete all as specified and directed |
| 33 | M&L Brick work with Fly ash bricks built in CM 1:4 straight or curved exceeding 6m mean radius all as specified and directed.. |
| 34 | M&L for PCC (1:2:4 ) Type B1using 20mm graded aggregate as in copings, including necessary form work all as specified and directed.. |
| 35 | Returning, filing in, incl spreading, leveling, watering and well ramming in layer n.exc 25cm hard and dense soil all as specified and directed. |
| 36 | M/L rendering 15mm thick in M 1:4 on fair faces of brick or concrete surfaces finished even and fair complete all as specified and directed. |
| 37 | M&L for Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc all as specified and directed.. |
| 38 | M&L for Walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in CM (1:4)all as specified and directed. |
| 39 | M&L Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) |
| 40 | M&L for RCC 1:2:4 type B1 using 12.5mm graded aggregate Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed. |
| 41 | M&L for RCC 1:2:4 type B1 using 20mm graded aggregate as in Pre-cast cover slabs for mahnoles incl necessary from work set in CM 1;4 all as specified. (Reincorcement will be measured & paid separately) |
| 42 | M&L for mild steel TMT bars10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia all as specified. |
