Ordinary Maintenance of SH Roads in (R&B) Sub-Division, Tadepalligudem for the year 2026-2027

Providing B.T. patchwork using 1.20 Cum of 40mm IRC size HBG metal to get compacted quantity of 1 Cum precoated with bitumen 80/100 grade using a total quantity of 42 Kgs. including tack coat, cost and conveyance of all materials to site, sectioning to camber and spreading 9.50mm to 11.20mm HBG machine crushed chips at the rate of 0.13 Cum. per 1 Cum. of metal as key stone and consolidation with 8-10 T power road roller and labour charges for picking, brushing and dusting the existing road surface and hire charges of T&P etc., complete for finished item of work as per standard specification APSS No.1510.

B.T. patch work using 1.33 cum of 9.5 to 11.20mm IRC size HBG machine crushed chips to get compacted quntity of 1 cum using total quantity of 80/100 grade 72 kgs /1 cum including cost, conveyance of all materials including labour charges for all operations such as trimming the edges of the pot holes, cleaning the surface, applying tack coat with hot bitumen, and premixing the bitumen and chips spreading the mix to camber and required profile and rolling wih power road roller 8 to 10 T capacity including fuel charges for heating bitumen and hire and all other incidental charges and operational charges of bitumen boiler etc.,complete for finished item of work as per standard specification APSS No.1510.

Stripping the excess soil from the shoulder surface / Making up loss of material / irregularities on the shoulder to the design level by adding fresh approved soil and compacting with appropriate equipment for sectioning the berms / shoulders as per MORT&H Specification No. 3003

Removal of unserviceable soils upto SDR including excavation, loading and disposal upto 1000 mts etc., complete including seignioarge charges for finished item of work as per MoRT&H specification 301(4th Revision) and as directed by the Engineer-in-Charge

Clearing light Jungle / Scrub Jungle from berms of the road embankment

Supplying and fixing of KM Stones (as per approved drawings) with RCC (1:2:4) mix using 20mm (SS.5) size HBG machine crushed chips for precast stones and fixing in foundation concrete (1:4:8) mix using 40mm (SS.5) size HBG metal and including all labour charges for earth work excavation, laying foundation concrete and fixing in position and prepare the pedastals as per drawings and plastering with C.M. (1:3) 12mm thick and painting, etc., complete including cost, seigniorage and conveyance of all materials and labour charges for all operations such as curing etc., complete for finished item of work as directed by the departmental officers incharge of the work.

Supplying and fixing of HM Stones (as per approved drawings) with RCC (1:2:4) mix using 20mm (SS.5) size HBG machine crushed chips for precast stones and fixing in foundation concrete (1:4:8) mix using 40mm (SS.5) size HBG metal and including all labour charges for earth work excavation, laying foundation concrete and fixing in position and plastering with C.M. (1:3) 12mm thick including cost and conveyance of all materials and labour charges for all operations such as curing etc., complete for finished item of work as directed by the departmental officers incharge of the work

Painting to KM stones Synthetic Enamel Paint over primary coat of cement primer (total Three coats) including cost of Paintt, conveyance to site and labour charges for all operations viz., cleaning, washing, painting etc., complete for finished item of work including painting letters and figures of size upto 10cm with best Synthetic enamel paint on KM stones and village name pedestals including cost of paint, brushes and all labour charges for painting lthe letters neatly line marking etc., complete for finished item of work as directed by the departmental officers in charge of the work..SS 1207 & 1212

Painting to HM stones Synthetic Enamel Paint over primary coat of cement primer (total Three coats) including cost of Paint, conveyance to site and labour charges for all operations viz., cleaning, washing, painting etc., complete for finished item of work including painting letters and figures of size upto 10cm with best Synthetic enamel paint on HM stones including cost of paint, brushes and all labour charges for painting lthe letters neatly line marking etc., complete for finished item of work as directed by the departmental officers in charge of the work.SS 1207 & 1212

Supplying of hot applied thermoplastic road marking compound, 2.5mm thick including reflectorising glass beads @ 250gms with Reflectorising Glass Beads on Bituminous Surface at 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass bead as per IRC: 35, the material should be of BERGER Company/ BERGER Equivalent/ Equivalent brand and must comply with the following: a) White index for the product should be in the range of 60-70 when measured against standard reference. The applied panel 7/8 number must be submitted for checking up the white index in the department lab. In case the department approves the white index of any vendor, the department engineer may carryout random checking of the applied products at site against the approved panel. In case of any major deviation, beyond acceptance limit, department reserve the right to cancel or reject the total supplied consignment of the said material and will compell the vendor has to replace the full consignment by the desired material as per approved panel at his own cost and additional demurrages may be claimed due to loss of man days (as per the rules of the department). b) Luminance factor of the material should be in the range of 80-85% at 45 degree centigrade as per AASTHOM 249. c) Crack resistance: The applied panel cured for 7 days under ambient condition and then should be tested as per BS3262, Part-1, 1989 and should pass at the range of '0' degree centigrade to '-10' degree centigrade D) Adhesion : Strong E) Softening point: 102 degree centigrade F) Dried film finish : Smooth and uniform G) Night Vision: High as directed by the Engineer-in-Charge and confirming to IS: 164-1961 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-1997

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic bedy moulded from HIPS (HI-impact polysterene) or ABS or ASA (Acrylic strene Acrylonitrite) and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97-DO III Dt.11.06.1997. The height, width and length shall not exceed 50mm, 10mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks. (Of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2mm) from the road for the twin shanks to go inside. Without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as pet the instructions by engineer – in –charge.(Studs)

Supplying and installation of Hazard Markers/Delinators using M.S. angle of size 55x55x6 mm and 120cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand,colour, with 30cm x 90cm Type – XI of ASTMD 4956-09 High Intensity Prismatic Retro reflective sheeting of Yellow colour and confirming to IRC 67:2012 fixed over 3MM Alluminium Composite Material having minimum 0.30 mm thick Aluminium skin on both sides with standard supports consisting of alternately black and Yellow with black stripes in screen printing sloping downward at an angle of 45 degrees towards the side of the obstruction on which the traffic is to pass and buried into the ground in a trench of size 30cm x 30cm and 50cm depth filled with CC M-20 including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading and un-loading charges necessary for successfull completion of the work on any road in division as directed by Engineer-in-Charge and conforming to IRC 67-2012 &MORT&H specification No.805 and approved drawings etc., complete for finished item of work.

Engaging Front End Loader for clearaing deposits / Clearing wind fallen trees and also using emergency purpose including all charges i.e., Fuel and Crew charges, etc., complete for finished item of work as directed by the Engineer-in-charge.

Engaging labour for removing dead and wind fallen trees, Vegetation in expansion joints of Bridges and Culverts etc; complete for finished item of work as directed by the Engineer-in-charge.