Telangana State Industrial Infrastructure Corporation Limited Tender

Nanakramguda Road work;Providing laying Reinforced cement concrete Hume Pipe of NP-4 class 1000mm dia plain ended tongue and groove model pipe including cost and conveyance of pipe, etc, except GST & Seigniorage charges,, complete and labour charges for laying, jointing of RCC Hume pipe in position with Cement Mortar (1:2) including lifting, aligning, lowering and hoisting etc., as per drawing and as per MORTH specification 2900,2905 and 2906 and as directed by Engineer-in-charge for finished item of work for Pipe culvert .

Nanakramguda Road work;Providing laying Reinforced cement concrete Hume Pipe of NP-3 class 300mm dia plain ended tongue and groove model pipe including cost and conveyance of pipe, etc, excluding GST & Seignoriage Charges, complete and labour charges for laying, jointing of RCC Hume pipe in position with Cement Mortar (1:2) including lifting, aligning, lowering and hoisting etc., as per drawing and as per MORTH specification 2900,2905 and 2906 and as directed by Engineer-in-charge for finished item of work for Pipe culvert .

Nanakramguda Road work;Providing & Placing of mechanically woven Double twisted Hexogonal gabion boxes as per IS16014:2018& IRC SP116:2018, of 1 Meter height and of mesh type 80x100 mm( with D= 80 mm) Zinc+PVC coated, mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every Im interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist. tying with lacing wire of diameter 2.2mm, supplied @3% by weight of Gabion boxes, filled withboulders with least dimension of 120 mm to 200mm. as per drawing, all complete as per direction of engineer in charge, details. (wall height upto 3.00 mtrs)

Nanakramguda Road work;Painting two coats on new concrete surface after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces including cost and conveyance of materials like paint, etc., to site including lift charges, labour charges, all taxes excluding GST, etc., complete for finished item of work.

Nanakramguda Road work;Plastering 20 mm thick to Internal surfaces of masonry walls in two coats with base coat of 16 mm thick in CM (1:6) and top coat of 4 mm thick CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site including all operational incidental charges, all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting grooves wherever necessary, etc., complete for finished item of work. Internal Walls

Nanakramguda Road work;Providing and laying Plain Cement Concrete (1:2.5:5) corresponding to M-15 grade using 40-10 mm nominal size machine crushed hard granite chips (coarse aggregate), sand { 50% of River Sand (Natural Sand) & 50% of Manufactured Sand/Crushed stone sand/Rock sand 4.75mm to 2.36 mm confirming to IS 383 } with minimum cement content of 275 kgs from approved quarry including cost, conveyance and of all materials and all labour charges, machine mixing, laying concrete, vibrating, finishing smooth to required levels, curing, all incidental and operational charges,all taxes excluding GST & seigniorage charges complete for finished item of work for coping as per MORT&H(5th Revision) specification1500, 1700 & 2100

Nanakramguda Road work;Flush pointing to R.R.masonry in CM(1:3) including cost and conveyance of all materials to site, seigniorage charges, labour charges for all operations, curing, scaffolding, all taxes excluding GST etc.,complete for finished item of work. as per MORT&H(5th Revision) Specification 1300 & 2200

Nanakramguda Road work;CRS Masonry 2nd sort in CM(1:4) prop.using hard granite stone (Coursed/ uncoursed) from approved quarry including cost and conveyance of all aterials to site, seigniorage charges, all labour charges for dressing stones to required size and shape,mixing of cement mortor, stone wall construction, curing, all taxes excluding GST & seignoriage charges etc.complete for finished item of work.

Nanakramguda Road work;RR masonry in CM(1:6) prop.using hard granite stone (Coursed/ uncoursed) from approved quarry including cost and conveyance of all aterials to site, seigniorage charges, all labour charges for dressing stones to required size and shape,mixing of cement mortor, stone wall construction, curing, all taxes excluding GST etc.complete for finished item of work as per MORT&H(5th Revision) Specification 1405.3.

Nanakramguda Road work;Laying Plain Cement concrete (1:4:8) Prop using 40mm size HBG machine crushed stone aggregate confirming to table 1000-1 and fine aggregate { 50% of River Sand (Natural Sand) & 50% of Manufactured Sand/Crushed stone sand/Rock sand 4.75mm to 2.36 mm confirming to IS 383 } conforming to table 1000-2 of MORT&H specification including cost, seigniorage conveyance of all materials (viz) cement, stone aggregate, sand, water etc., to site, labour charges for all operations, machine mixing, laying, finishing smooth to required level, curing, all other incidental and operational charges etc, complete for finished item of work as per MORT&H specification 2100 (5th revision) and as directed by the Engineer-in-charge , except GST & Seigniorage charges,T, all work up to plinth level

Nanakramguda Road work;Providing fixing of Median marker made of polycarbonate for impact resistance and good weatherability. Polycarbonate used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the Polycarbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length of 15h 24 cm. height and width of 10x10 cm. The median Marker shall have fluorescent yellow retro reflective sheeting conforming to type XI specification as per ASTM D4956. Area of reflective sheeting should not be less than 70 cm2. Edgea of retro reflective sheeting shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting piloferage. The logo of the manufacturer shalle be emossed and printed in contrasting colour on both sides of median marker for distinct identification (even from moving vehicles). Exclding GST Median Marker Double Side (Type-XI)

Nanakramguda Road work;Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body 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 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 50 mm, 100 mm 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+/- 2 mm) from the body is to be a minimum value of 700 Kgs. Fixing will be by drilling holes on 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 directed by the engineer, including all charges,complete for finished item of work, excluding GST.

Nanakramguda Road work;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 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, including all charges,complete for finished item of work, excluding GST.

Nanakramguda Road work;Providing and laying bituminous concrete of 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading-II, premixed with bituminous binder VG-30@ 5.4% 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 (5TH REVISION) specification clause No. 507complete in all respects excluding GST,.and seigniorage charges

Nanakramguda Road work;Providing and applying Tack coat with bitumen emulsion (RS-1)(Rapid Setting) over the prepared surface before laying BC at the rate of 2.0kg/10 sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformly with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, hire charges and operational charges of all T&P necessary to complete the finished item of work as directed by the Engineer-in-Charge as per MORTH (5th Revision) specification 503. excluding GST

Nanakramguda Road work;Providing and laying 50mm thick dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder with VG-30 grade @ 4.5 percent 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 including hire and operational charges of all T & P, cost and conveyance of all materials, labour charges for all operations, diversion of traffic, etc., complete for finished item of work as per MoRTH (5th Revision) specification clause No. 505 complete in all respects. Excluding GST & Seignoriage Charges

Nanakramguda Road work;Providing and applying Tack coat with bitumen emulsion (RS-1)(Rapid Setting) over the prepared surface before laying DBM at the rate of 2.5kg/10 sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformly with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, hire charges and operational charges of all T&P necessary to complete the finished item of work as directed by the Engineer-in-Charge as per MORTH (5th Revision) specification 503. excluding GST

Nanakramguda Road work;Providing and applying Primer coat with bitumen emulsion (Bulk-Slow Setting-1) over the prepared surface of granular base as WMM surface at the rate of 6Kg/10sqm including cleaning the road surface with mechanical broom and air compressor and spraying uniformly with the aid of bitumen pressure sprayer including cost and conveyance of bitumen emulsion and water, labour charges, cleaning, hire charges and operational charges of all T&P necessary to complete the finished item of work as directed by the Engineer-in-Charge as per MORTH (5th Revision) specification 502. Excluding GST

Nanakramguda Road work;Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specification including cost & conveyance of all material, hire and operational charges of T&P, labour charges for all operations, premixing the material with water at OMC in mechanical mix plant, carriage of material by tipper to site, laying in uniform layers with paver finisher in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density, including lighting, grading, barricading and maintenance of diversion of trafic, etc., complete for finished item of work, as per table 400.13 of technical specification clause 406 MORTH(5th Revision). excluding GST & Seignoriage Charges

Nanakramguda Road work;Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401(5th revision) and as directed by the Engineer-in-charge. (Payment Based on Levels)

Nanakramguda Road work;Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, including watering, grading and compacting each layer to required proctors density with OMC compaction to meet requirement of table 300-2. with vibratory roller of 8 Tonnes capacity, maintaining the required camber in the formation including all labour charges, hire and operational charges of power roller, mortar grader, water tanker, all water leads, all taxes excluding GST etc., complete as per requirement of table 300.1 and 300.2 as per Technical Specification clause 305 MORT&H (5th Revision).(Payment will be based on levels for finished item of work).

Nanakramguda Road work;Construction of Embankment with Material obtained from Borrowpits Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, including watering, grading and compacting each layer to required proctors density with OMC compaction to meet requirement of table 300-2. with vibratory roller of 8 Tonnes capacity, maintaining the required camber in the formation including all labour charges, hire and operational charges of power roller, mortar grader, water tanker, all water leads, all taxes excluding GST etc., complete as per requirement of table 300.1 and 300.2 as per Technical Specification clause 305 MORT&H (5th Revision).(Payment will be based on levels for finished item of work).

Nanakramguda Road work;Conveyance of excavated rock/soil to site of embankment with a lead upto 20.0 KM including loading, unloading, all labour charges, hire charges of T&P, complete excluding GST.

Nanakramguda Road work;Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections., complete for finished item of work as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge

Nanakramguda Road work;Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m including all hire and operational charges of T&P, all labour charges, complete for finished item of work as per MORTH(5th Revision) Spec No.301 (payment will be based on levels for finished item of work).excluding GST.