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Tender For Implementation Of Engineering Measures For Speed Management As Part Of Pilot Speed Management Program On Nasirabad Deoli Section Of Sh26 Under Rshdp Ii In The State Of Rajasthan, nasirabad-Maharashtra

Highway Department has published Tender For Implementation Of Engineering Measures For Speed Management As Part Of Pilot Speed Management Program On Nasirabad Deoli Section Of Sh26 Under Rshdp Ii In The State Of Rajasthan. Submission Date for this Tender is 08-04-2024. Road Work Tenders in nasirabad Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

42774557
Tender For Implementation Of Engineering Measures For Speed Management As Part Of Pilot Speed Management Program On Nasirabad Deoli Section Of Sh26 Under Rshdp Ii In The State Of Rajasthan
Open Tender
Indian
Maharashtra
nasirabad
08-04-2024

Tender Details

Tender For Implementation Of Engineering Measures For Speed Management As Part Of Pilot Speed Management Program On Nasirabad Deoli Section Of Sh26 Under Rshdp Ii In The State Of Rajasthan

Key Value

Document Fees
INR 5000 /-
EMD
INR 974000.0 /-
Tender Value
INR 4.87 Crore /-

BOQ Items

Name of Work: Implementation of Engineering Measures for Speed Management as part of Pilot Speed Management Program on Nasirabad – Deoli Section of SH-26 under RSHDP-II in the State of Rajasthan.
Sl. No. Item Description
1Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.
2Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
360 cm equilateral triangle
460 cm circular
580 cm x 60 cm rectangular
660 cm x 45 cm rectangular
775 cm high octagon
8160 cm x 90 cm rectangular (Speed Enforcement Sign)
9Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on existing Sign Post as per approved drawing
1060 cm equilateral triangle
1160 cm circular
12Object Hazard Markers Supplying and Installation of hazard markers as per IRC-79 and drawings
13Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x900x3mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all around it. Fixing of Hazard marker including excavation & cement concrete (1:3:6) (30x30x30cm size) in foundation, curing complete as per specifications.
14Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 450x900x3mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all around it. Fixing of Hazard marker including excavation & cement concrete (1:3:6) (30x30x30cm size) in foundation, curing complete as per specifications.
15Raised Payment Marker (Cats Eye):
16Supplying of Cat’s Eye made of aluminum alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disc of ABS plastic on each side. Fixing of Cat"s Eye as per MoRTH specification excluding cost of Cat"s Eye.
17Providing and laying marking of center line and stop line etc with hot thermoplastic compound of approved qualitywith type-1 glass beeds (Table-800-9), 2.5 mm thick on road/ plain surface, including reflectorising glass beads type-2 (Table-800-10) @ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
18Speed Humps
19Providing and laying rounded hump type speed breakers as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with DBM, providing seal coat type B for sealing the voids complete as per Table 3.1 of IRC:99 and drawing
20Speed Hump on Main Road (Chord Length 4m)
21Speed Hump on Side Roads (with Chord Length 3m)
22Rumble Strips
23Provision of rumble strips covered with premix bituminous carpet, 20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations as shown in Fig. 2.6 of IRC:99-2018 and approved drawings.
24Stone Set Pavement
25Providing and laying stone set pavement on 100 mm thick M30 Concrete. The 150 mm thick hammer dressed Sand Stones/ Granite Stones are laid in the herringbone or stretcher bond pattern. The stones are compacted using suitable compacting device into the bedding of Cement Mortar (1:4) 40 mm thick, pavement to be bounded by Confinement Stone Wall (Cement Mortar 1:3) on all four sides, which is laid on 50 mm thick PCC foundation. The joints are filled with Cement Mortar (1:4) and pointing with cement mortar (1:3), including removal of existing pavement upto required depth as per detail for laying stone set pavement and for laying Confinement Wall as per drawing.
26Raised Pedestrian Crossing
27Providing and laying raised pedestrian crossing cum speed breaker of 100mm high from existing road surface i) Pedestrian Crossing (Flat segment): 3m wide stone set pavement on 100 mm thick M30 Concrete. The 150 mm thick hammer dressed Sand Stones/ Granite Stones are laid in the herringbone or stretcher bond pattern. The stones are compacted using suitable compacting device into the bedding of Cement Mortar (1:4) 20 mm thick, pavement to be bounded by Confinement Stone Wall (Cement Mortar 1:3) on all four sides, which is laid on 50 mm thick PCC foundation. The joints are filled with Cement Mortar (1:4) and pointing with cement mortar (1:3), Including removal of existing pavement upto required depth as per detail for laying stone set pavement and for laying Confinement Wall as per drawing. ii) Providing and laying Design End of speed breaker as per drawing and applying bitumen emulsion tackcoat, making speed breaker"s design end in designed profile with bituminous concrete iii) Marking as per IRC 35:2015 with thermoplastic paint having 2.5mm thickness with glass beads.
28Providing and laying Coursed / Random Rubble stone masonry in cement sand mortar 1:3, in foundation up to a depth of 1.50 meters and also 1.50 meters above Ground /Bed level [MoRTH Specification : Clause 1000/1400] Random Rubble Masonry
29Providing and laying Plain cement concrete M15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in foundation up to a depth of 1.50 below Ground level and or 1.50 meters above ground/bed level.- Coping
30Plaster on new surface with cement mortar (1:3) including racking of joint etc. complete fine finished 20mmthick.
31Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces New Surface
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