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| 1 | Materialandlabour for repair to pot holes of any depth, not exceeding 1.00 Sqm each, including sweeping free from dust and mud or water, scoring sunken surfaces in roads/path etc, cutting around edges to at least 25mm and more as per site requirement in depth and making good by applying tack coat of paving bitumen @ of 5 Kg per 10 Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg per 10 Sqm, blinded with 0.09 cum of stone chippings 6.3mm size and again well rammed (including supply of premixed macadam binder and chippings) for depth of pot holes exceeding 30mmcomplete all as specified and directed. |
| 2 | Material and labour for scarifying or picking gravelled, macadam or bituminous macadam surface in area n.exc 400 sqm/road cutting for drainage chamber, drainage pipe etc depth n.exc 50mm including removing the rubbish material not exc 500 mtr complete all as specified and directed. |
| 3 | Material and labour for scarifying or picking gravelled, macadam or bituminous macadam surface in area n.exc 400 sqm/road cutting for drainage chamber, drainage pipe etc depth exc 50mm but n. exc 150mm including removing the rubbish material not exc 500 mtr complete all as specified and directed. |
| 4 | Providing, laying, compaction of wet mix macadam conforming to clause 406 of MORT&H specifications for road & bridge works (fifth revision), up to 150mm thickness with mechanically crushed graded stone aggregate and granular material (size 53mm to 0.075mm), grading of aggregate as per table 400-13 of MORTH specifications for road & bridge works, including premix the material with water at OMC, laying in layers with paver & vibrated with 8 to 12 tonne roller to obtain desired density complete all as specified and directed. |
| 5 | Material and labour for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. |
| 6 | Materialandlabour for preparation of bituminous surface and applying evenly a prime coat of cationic bitumen emulsion SS1 confirming to IS:8887 at a rate of application of 7.5 Kg per 10 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 as directed. |
| 7 | Materialandlabour for preparation of bituminous surface and applying evenly a tack coat of cationic bitumen emulsion RS1 confirming to IS:8887 at a rate of application of 2.5 Kg per 10 Sqm on bituminous surfaces 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. |
| 8 | Material and labour for Bituminious premix dense asphaltic concrete 30mm thick (consolidated thickness), pre-mixed, hot mix,with coarse aggregate of grading 2 as per MORT&H specification clause 507,in single layer using paving bitumen(grade VG-30) @ 6% by weight of the total mix as per design mix including supply and mixing of anti stripping agent, warm mix additives (quality,quantity and grade as per approved job mix formula), cleaning and preheating of the mineral aggregate, filler & bitumen to the specific temperature and thoroughly mixing with binder of specified bitumen content and other materials as specified as per mix design in batch type hot mix plant of capacity 100-120 TPH, carrying the hot mixed material by means of tippers, trucks or other approved arrangements, laying the hot premixed material over the prepared surfaces using full width mechanical sensor paver with string sensor rolled and compacted to required gradient and camberand compacted with 8 to12 tonne power vibratory road roller including running expense of all plants and machines, including necassary hand packing and pinning to give an even surface and quality control tests as required as per MORT&H specifications and specified in tender documents, including taking down of existing cat eyes and refixing of cat eyes after laying premix complete all as specified and directed.Note-(i) Bituminous premix dense asphalticconcrete shall prepared in central computerised batch type hot mix plant. complete all as specified and as directed. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE, before laying the DAC. (iii) A recovery @ Rs 54.00 per kg shall be made if the bitumen content in design mix is found on lower side but no adjustment shall be made if the bitumen content is found on higher side than specified. |
| 9 | Supply and fixing in replacement of cat eye, two way reflective, aluminium alloy body, of size 110mm x 120mm x24mm, having reflective panel amber red or white as directed, weight 435gms and fixed complete with steel zinc plated nails/stud as per manufacturer\"s instructions complete all as specified and directed . Make:- DA 972 of Dark Eye or equivalent of makes as specified.Note:- (i) Fixing arrangement shall be as per manufacturer\"s instructions. (ii) Designed to bear 25 Tonnes load and having impact strength of 253 KN. |
| 10 | Material and labour for preparation of existing black top surfaces, removing dust, dirt, grease & other foreign matters etc. to receive the marking and applying hot applied thermoplastic road markingpaint (white/yellow) conforming to BS-3262-1989 inclusive type I reflectorising glass beads as per table800-3, 800-4 of MORT&H applied in uniform thickness of at least 2.5mm and wide and spread uniformly withreflectorising glass beads type I & II as per Clause 803.4.3 of MORT&H specifications with a road marking machine as per IRC: 35 ,with traffic diversion arrangements if required, complete as per MORT&H specification clause 803.4, complete all as specified and directed. Note: The road marking machine shall be approved by GE. |
| 11 | Supply and fixing in replacement solar cat eye aluminum alloy (100% water proofing design according to IP65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono-Crystalline solar panel 2.4V/ 0.3 watt one Ni-Cd rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd (Millicandela) complete as per manufactures instructions ,working time: 3 to 4 days after fully charged battery, view Distance: upto 1000 meters, colour as directed, bearable weight: 10 tonne approx complete all as specified and as directed.Make- Model NoDA 110 Dhruv of Dark Eye or equivalent of makes as specified in tender documents. |
| 12 | Demolition of concrete (un-reinforced) in ground floors and pavings n exc 15 cm thickness (below or above ground level) and removal of debris to distance n exc 250 mtr complete all as specified and directed. |
| 13 | Materialandlabour for 75mm thickPCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in sub base complete all as specified and as directed. |
| 14 | Materialandlabour for 80mm thick factory made chamfered edge cement concrete paver block of M-40 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & patternlaying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed. Note:- Sand bedding shall be measured & paid separately. |
| 15 | Materialandlabour for 50mm thick sand filling under floors including watering & consolidation complete all as specified and directed. |
| 16 | Materialandlabour for factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed. |
| 17 | Materialandlabour forPCC 1:2:4 type B-1 using 12.5mm graded crushed stone aggregate as in coping/bed plate/bed block including necessary forms & moulds complete all as specified and as directed. |
| 18 | Note:-Amount of credit ofRs. 10,070.00 for retrieved materials is mentioned in Schedule of Credit Page No. 17of tender documents in pdf form which will be deducted offline while acceptance of tender. |
