S/R of Roads in NDMC area.

Providing and fixing of Flexible Urban Delineator wherein post and base shall be made of Poly-urethane. The post shall be semi flat and semi-circular in construction. The flat surface of the post shall be used for branding/displaying department name/logo. The product shall be made of PU (Poly-urethane). Which helps in returning the post to its original position without damaging the product or vehicle. The retro reflective tape applied on the post shall be as per ASTM D 4956 and shall be of pattern less reboundable. The message area for printing shall be 100 x 400 mm (minimum). The height of the post shall be 750 mm(minimum), the width of the post shall be 120 mm (minimum). the weight of the flexible urban delineator not less than 1500 grams. The flexible urban delineator shall be applied in gaps in median, traffic islands, dangerous bends, roundabouts etc as per direction and entire satisfaction of Engineer-In-Charge

Providing and fixing Twin Molded Shank RPM out of ASA or HIPS or ABS or any other suitable material approved by the Engineer with reflective panels consisting of number of lenses containing single or dual prismatic cube capable of providing total internal reflection of light entering the lens face. The road stud width shall be 125mm minimum and height shall be not less than 10 mm and not exceeding 20mm. The marker shall support a load of 13635 Kg minimum tested in accordance with ASTM D4280. Two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be molded in the RPM body. The slope of the reflective road stud shall be 35 +/- 5 degree to base and area of each lens shall not be less than 13 sq. cm. The stud shall also meet all the testing conditions of ASTM D4280 and must be fixed to the road surface using the epoxy adhesive only as recommended by the manufacturer. Each reflector lens must have Coefficient of Luminous Intensity (C.I.L) as specified in Table 16.48 CPWD Specifications 2019, Vol II. The road stud shall comply to tests as per ASTM D 4280. The road stud shall be tested to support a load of 13635 Kg minimum and for Coefficient of Luminous Intensity (C.I.L) from government laboratory (CRRI/ARAI/ICAT/CPRI) as per direction and entire satisfaction of Engineer-In-Charge

Providing and fixing Solar Raised Pavement markers made out of polycarbonate molded body with circular share, 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 20,000 kg(minimum) 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. Typical frequency of blinking is 1 Hz. There should be current losses of less than 20 micro amperes at 2.4V in sleep charging 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 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. The weight of the marker shall not exceed 0.5 kilograms. Fixing will be done 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. The Solar Raised Pavement markers shall be tested for Compression strength of 20000 Kg minimum, IP 65 rating, Blinking frequency from government lab (CRRI/ARAI/ICAT/CPRI or certificate for compression strength test ) as decided by Engineer-In Chage. The work shall be completed as per direction and entire satisfaction of Engineer-In-Charge

Providing and fixing Anti-Glare should be made out of HDPE (High Density Poly Ethylene) material through blow moulding process. Colour of the Anti-Glare Board should be green, dark grey or any other desired color and UV stabilised so that it may not get discoloured even after a long time. The Anti-Glare Board should be so durable that it can bear heavy wind pressure. The Anti-Glare should be designed with 6 small windows to over pass excess wind during storms Dimensions:  Total Height from Centre 900mm minimum: Width 275mm minimum.  Base 200x50mm minimum: Wall Thickness: 3 mm minimum.  Weight: 900 mm 1.375 kg minimum. And 600 mm 1.00 kg minimum  Fixing with metal clamps  Reflector: 75mm minimum reflector is fixed on both side for night time visibility 75mm dia Message / department logo stickers made out of pattern less, reboundable retro reflective sheeting as per ASTM D 4956, digitally printed (Logo or any other message) on printing platform with green ink technology and further extra layer of UV transparent overlay film pasted to protect and enhance the life of the product. as per direction and entire satisfaction of Engineer-In-Charge

Providing and fixing advance warning speed arrester stud made out of poly carbonate/ABS molded body and highly reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to minimum ASTM D4280 and also meet all the testing conditions of ASTM D4280 listed for RPM (Raised Pavement Marker). The testing and test report shall be as per IRC 35 clause 5.1.2. The speed arrester should be fixed to the road surface using the adhesive recommended by the manufacturer. The length, height and width of the body shall not be less than 150 mm, 9 mm and 90 mm with a tolerance of +/-1 mm. The marker shall support a load of 30000 Kg minimum tested in accordance with ASTM D4280. The area of each side of micro prismatic reflective lens shall not be less than 15.0 sqcm. The slope or retro reflective surface shall be 25 + 2 degree to base. It should have one Shank of not less than 25 mm diameter and not less than 40 mm length moulded with the body for anchorage. The certificate confirming to initial CIL value for reflective lens not less than 125 for red lens, 250 for yellow lens & 400 for white lens at 0º entrance and 0.2" observation angle as per ASTM D4280 shall be provided for better visibility & improving road safety for commuters as per direction and entire satisfaction of Engineer-In-Charge

Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Manufacturing,designing, supplying and fixing Retro Reflective Single sided Cautionary/ Mandatory/School Zone Signage Type-I, in size 1220x915mm made out of 4 mm thick Aluminium Composite Material as per 6.5.2 and 6.6 of IRC 67: 2022 Page-9, including provision of QR (Backside) code with full description of the material and particulars, Fully covered with Type-XI retro reflective sheet meeting all the properties as per IRC : 67-2022, and 6.7 of IRC:67-2022 for Type XI retro reflective sheet as 10 years pre Qualification warranty for type XI retro reflecting sheet from the OEM & a certified copy of test reports as per ASTM D 4956 from an Indian Government test laboratory conforming to clause 6.7 of IRC 67-2022 including 3 years weathering in india for the retro reflective sheetobtained by OEM of sheeting and submitted by the contractor for technical qualification in the tender. Alternatively, a certificate conforming to ASTM D 4956 specification on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally with a bank guarantee of 100% equal to the value of the tenderand will be released on submission of certificate conforming to clause 6.7 IRC 67-2022 including 3 years weathering in India. The approved symbols/matter etc. are to be digitally printed on OEM recommended printing machine using Green ink platform on white Type-XI retro reflective sheet meeting all properties as per IRC 67:2022 . The printed portion are to be further covered with OEM recommended ultra violet resistant transparent overlay film for outdoor use. The finished reflective sheet is to be pasted on the base of ACM sheet using mechanical roller pasting equipment. The complete signage is to be covered for 10 year warranty provided under Match Component System from OEM. The Signage plate is to be bonded on existing SS Signage frame and structure using OEM recommended Match Component System primer as first layer and thereafter by 24 mm wide, OEM recommended 2.3 mm thick good quality double sided Acrylic foam tape of structural grade having foam density of 720 Kg/Cum. provided with plasticiser resistant adhesive on both sides and having peel adhesion to Stainless Steel of 35N/Cm., to be provided continuously on entire periphery of sign plate to bond it permanently on the sign frame.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soils.

Providing and fixing S.S post including frame of grade 304 pipes with braces of S.S. grade 304 and rectangular section including cutting, organ welding, grading, making circumference,polishing, buffing etc. complete with necessary holes, nuts & bolts, caps & anchor plates of S.S. grade 304 ASTM as per drawing & instructions of the Engineer-in-charge excluding the cost of RCC/CC and earth work.