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| 1 | Material and labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth exceeding 50mm and not exceeding 100mm and removing n exc 50 metres and stacking complete all as specified and as directed. |
| 2 | Material and labour for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 Sqm and depth not exceeding 50mm and removing n exc 50 metres and stacking complete all as specified and as directed. |
| 3 | Material and labour for laying and compacting 75mm 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 sensor paver and rolling with vibratory roller of capacity 80-100 KN static weight and consolidating to required gradient and camber complete all as specified and as directed. The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge works, 2013. |
| 4 | Material and labour for preparing unsurfaced wet mic macadam surfaces by brushing with wire brushes for removing caked mud existing grass on road etc sweeping with brooms and finally fanning the cleaning surfaces with air compressor to remove all loose dust and applying a priming/tack coat with bituminous primer (VG-10) applied at rhe rate of 7.5 Kg per 10 Sqm heated on requisite temperature by using mechanical sprayer complete all as specified and as directed. |
| 5 | Material and labour for preparing black topsurfaces by brushing with wire brushes for removing caked mud, exiating grass on road etc sweeping with brooms and finally fanning the cleaning surface with air compressor to remove all loose dust and applying a priming/tack coat with bituminous primer (VG-10) applied at rhe rate of 5 Kg per 10 Sqm heated on requisite temperature by using mechanical sprayer complete all as specified and as directed. |
| 6 | Material and labourfor laying premix bituminous macadam (consolidated thickness 75mm or less)using graded crushed stone aggregate, grading 2 with nominal aggregate size 19mm, mixed with paving bitumen of grade VG-30 mixed at the rate of 4% by weight of total mix,rolled and compacted with 8 to 12 tonne power roller to required gradient and camber complete all as specified and directed .( Note-Mix will be prepared in Mix Plant of suitable capacity) |
| 7 | Material and labour for preparing black top surfaces by brushing with wire brush for removing caked mud,existing grass on road etc sweeping with air compressor to remove all loose dust and applying a priming/tack coat with bituminous primer (VG-10) applied at rhe rate of 2.5 Kg per 10 Sqm heated on requisite temperature by using mechanical sprayer complete all as specified and as directed. |
| 8 | Material and labour for applyingpriming/tack coatwith bituminous primer (VG-10) applied at the rate of 2.5 kg per 10 sqm heated on requisite temperature by using mechanical sprayer complete all as specified and as directed. |
| 9 | Material and labour for laying of bituminous premixed Semi-dense asphaltic concrete 30mm consolidated thickness with coarse aggregate of grading 1 as per MORTH specification in single layer using paving bitumen of grade VG-30 mixed at the rate of 5.50% by weight of total mix as per design mix including supply and mixing of filler (OPC Cement) laid, rolled and compacted to required gradient and camber using full width mechanical sensor paver with string sensor and compacted with 8 to 12 tonne power vibratory road roller complete all as specified and as directed. |
| 10 | Material and labour for hot applied thermoplasatic road marking paint inclusive type-I reflectorising glass beads as per table 800-3,800-4 of MORT&H applied in uniform thickness of at least 2.0mm and spread uniformly with reflectorising glass beads type-II @250gms per sqm with a roadmarking machine as per IRC-35, with traffic diversion arrangements if required complete as per MORTH specification clause 803.4 complete all as specified and as directed |
| 11 | Dismentling of old unserviceable/damaged road furniture items like cat eye , solar cat eye and delinator etc of any descriptioncomplete all as specified and directed. |
| 12 | Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as permanufactures instructions complete |
| 13 | Supply and fix solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed |
| 14 | Supply and fixing metal tubular delinator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4(150x150x300mm) type B1complete all as specified and directed. |
| 15 | Material and Labour for preparing black top surfaces by brushing with wire brush for removing caked mud, sweeping with brooms and finally fanning the cleaning surface with gunny bags to removed loose dirt etc complete all as specified and directed. |
| 16 | Demolition of cement concrete (un-renforced) in ground floor and pavingnot exc. 15 cm thickness(below or above ground level.) & removal of rubbish material complete all as directed by Engineer-in-charge and all as specified. |
| 17 | Material and labour for 75 mm thick PCC 1:4:8 type D-2 using 40 mm graded aggregate as in sub base complete all as specified and directed by Engr-in-Charge. |
| 18 | Material and labour for 40 mm thick PCC Cement concrete type B-1, 1:2:4 (20 mm graded stone aggregate) as in Flooring & alternate panel & Each panel not exc 6 Sqm including machine vibrater with glass strips etc. including necessary form work complete all as specified and directed by Engr-in-Charge.Note:Glass strips shall be measured and paid seperately under respective items. |
| 19 | Material and labour for Glass diving strips, 3mm thick , 38mm depth and inserted in position to confirm to design complete all as specified & directed by Engr-in-Charge. |
