Ministry Of Road Transport And Highways Tender

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means

Providing and applying tack coat with bitumen VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical.

Providing and laying dense graded bituminous macadam 75mm Grade-I with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying 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 MoRTH specification clause No. 505 complete in all respects.

Providing and laying bituminous concrete 40mm with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying 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 MORTH specification clause No. 507 complete in all respects

Providing and laying of interlocking concrete block payment of grade M-30 having thickness 80 mm and including 25mm local send cushion below interlocking block as per drawing and technical specification clause 1504 (Excluding G.S.B.)

Marking Speed table 5.00m wide and 100mm HT and upto 1700mm both side surface and 150mm to 300mm in Travers surface and conforming to IRC:11-2015 and the drawing.

Tack Coat

DBM

BC

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing & laying of hot applied thermoplastic compound 2.5mm thick including refiectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surtace applied glass beads as per IRC:35-2015 The finished surface to be level. uniform & free from streaks & holes for Zebra Line.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Repeated/Tranvers Bar). Providing & laying of hot applied thermoplastic compound 5mm thick including refiectorising glass beads @ 500 gms per sqm area, thickness of 5 mm is exclusive of surtace applied glass beads as per IRC:35-2015 The finished surface to be level. uniform & free from streaks & holes. (Repeated Bar)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting type 4, 1.5mm 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. The retro-reflectorised sheeting shall be tested for 3 year out door weathering test in Indian condition as per IRC:67-2012 & proof of the same in form of Government report shall be uploaded while quoting tender. Size 1.20x1.00mtr (For Black Spot Board)

Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and Informatory sign as per IRC :87- 2012 made of high intensity grade sheeting type-IV 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 property designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground round level as per approved drawing. The Retro reflective sheeting, shall be tested for a certificate of of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case, the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D' 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, tion, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012. Legends, letters. numerals and borders etc should be as per MoRTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender.

90cm equliateral tringle with diffinitation (20cm x 60cm)

90cm high octagon

60cm Circular with diffinition plase size (20cm x 60cm)

Solar Powered Road Marker (Solar Stud) (Supplying of Each Salar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)

Reflective Raised Pavement Markers (Cat Eye/ Road Stud) Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrit Butadien Styrene Acrylic Styrene suitable material approved by the Engineer. The Marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes, capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouled of methyl methecrylate conforming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35+/-5 degree to base and the area of each retro Reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture, epoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. In addition, a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case the markers are displaced, damaged, get worm out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. RPM (without shank) RPM (with shank)

Utility shifting work for 11kv line and TF shifting Durgapur Market (400KVA)

ST Pole 13mtr long

Stone Pad 300x300x75mm

Cable ABC (3x120+1x95+1x16) Sq mm

LT XLPE Cable 1x600sq mm

11kv cross arm

Holding clamp for x Arm

F-Braket

Garding Angle

GI wire 6 swg

Top Channel

Dropper Channel

Clamp with Hook

11 KV pin Insulator with pin

11 KV Disc insulator with fitting

Stay set complete

Earthing complete

Concreeting of Ploe

Concreeting of Stay

Cartadge and Erection chargeT/R Line &TFShifit

Cartadge and Erection plinth and fencing

Utility shifting for lLT/HT line at NH-330 at Chuare Bazar

Service conection RG/DC

PCC Pole 8.5mtr long

AC SR Weasel conductor

AB Cable 3x120 sq mm

Stay set complete

11kv X arm v type

11kv X arm holdng clamp

F clamp

LT sackel insulator

LT clamp

Concreetig of Pole

Concreeting of stay

Earthing complete

Labour and cartdge

LT/HT line dismentling