Gurugram Metropolitan Development Authority Tender

NS-Item Providing and laying 250mm thick spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No. 406. Note: - 1. Only crushed stone metal material should be used. No local earth/natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PL) 2. Materials to be used and operations of manufacturing shall be approved by engineer.

NS-Item Providing and laying Prime coat on New WMM surface with bitumen 0.75 Kg per sqm (Including Cost of Primer )

NS-Item Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm On the prepared bitumen/granular surface cleaned with mechnical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MORT&H specification.

NS-Item Providing & laying 70mm thick compacted Dense Graded Bituminous macadam (DBM) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade , level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause No. 505 MORT&H specification for road and bridge works (5th edition) 2013 using minium 4.50 % (upto 75mm thick ) to bitumen grade VG- 30 as binder content by weight of total mix, complete in all respect including cost of bitumen instruction issued from time to time by MORT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MORT&H specification (5th edition ) 2013 in mandatory.

NS-Item Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.25 kg. per sqm On the prepared bitumen/granular surface cleaned with mechnical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MORT&H specification.

NS-Item Providing & Laying with 40mm thick compacted Bituminous Concrete (BC) in one layer with drum type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision) 2013 using minimum 5.4% to bitumen grade CRMB-55 as binder content by weight of total mix, batch type plant complete in all respects including cost of bitumen instruction issued form time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory . If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work.

NS-Item Providing and laying of cement mortar (1:3) 30mm thick below kerb stone complete in all respect upto entire satisfaction of engineer - in - charge.

NS-Item Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degrees to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface SUB HEAD : 16- ROAD WORK 1008 using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

NS-Item Providing and fixing of Kohinoor(KE-43)Ms Pipe delineator(brand kohinoor, daimeter-48mm, material-iron,Model number- KE-43, reflective tape- high visibility, shape- circular. Visibility-500m, weight-1.5 kg, length-900mm)

NS-Item Providing and fixing of retro reflective signboards (single / double sided) fixed on MS unipole having MS Post 100 mm dia 3.04 mtrs height with top end straight or L type arm, if sign board is required to be fixed on canteliver arm ( @ 9.89 kg/mtr), MS pipes frame 35 x 5 mm (@ 4 kg/mtr), Clamps 40 x 5 mm support to strenghten Post and frame welding, M S Base plate 300 x 300 x 10 mm thick, ACP sheet 3 mm thick, Retro Reflective High Intensity Prismatic Sheeting, foundation of signage of size 450 x 450 x 1200 ( 2 nos. ) (including excavation, refilling, consolidation and compaction of refilled soil properly), signboard of size 4 ft x 5 ft.= 20sft , as per enclosed drawing,design / photo of Signboard including cost of all acceseries/ T & P complete in all respect upto entire satisfaction of engineer-in-charge.

NS-Item Providing and laying of thermoplastic paint of approved make 2.5 mm thick to be marked with automatic machine of 100 mm width marking on central line on roads, as per MORTH specification No. 803 including cost of paint material and contingency material as required complete in all respect to the entire satisfaction of Engineer-in-charge.

NS-Item The bollard is reinforced with 3 Nos 8mm dia 950 mm long tor steel bars 4 Nos 4mm dia stirrups at 150 mm c/c The bollard is manufactured with cement concrete of M-30 Grade by vibro compaction method using FRP/Steel moulds so as to GMDA logo mention. overall dimension: 950 Height*150mm dia

NS-Item Providing and fixing 200mm x 200mm C.I. Jali on inlet into storm water drain in front of 150mm dia PVC pipe with khurra including all materials /fixures complete in all respects and as per direction and entire satisfaction of Engineer-in-charge @ Rs.500 each at 5m apart.