Telangana State Industrial Infrastructure Corporation Limited Tender

Upgradation JDM;Girth from 900 mm to 1800 mm

Upgradation JDM;Girth from 600 mm to 900 mm

Upgradation JDM;Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Except GST. Girth from 300 mm to 600 mm

Upgradation JDM;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.

Upgradation JDM;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.

Upgradation JDM;Providing gravel berms to the required thickness including spreading in layers of 150 mm thick with side slope of 2:1 (2H:1V), sectioning each layer to proper camber, watering, consolidation of each layer with vibratory roller of 8 to 10 tonnes capacity to achieve the desired density at OMC including cost and conveyance of gravel, water etc., to site, seigniorage charges, labour charges for all operations, hire and operational charges of vibratory roller and other T & P, diversion of traffic, all other taxes except GST etc. complete for finished item of work as per MORTH Specification 401.Except GST.

Upgradation JDM;Providing and laying 40 mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (CRMB) @ 5.0 percent 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 including hire and operational charges of all T & P, cost and conveyance of all materials to site, seigniorage charges, all other taxes, except GST, labour charges for all operations, diversion of traffic, etc., complete for finished item of work as per MORTH specification clause No. 507 complete in all respects.

Upgradation JDM;Providing and applying Tack Coat with bitumen emulsion Rapid setting (RS1) over the prepared surface before laying BC at the rate of 2.0 kg/10 sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformily with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, all other taxes, except GST etc, hire and operational charges of all T&P necessary to complete for finished item of work as directed by the Engineer-in-Charge as per MORTH specification 503.

Upgradation JDM;Providing, laying & consolidation 50mm thick Dense graded Bituminous Macadam using 100 to 120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using grade II crushed aggregates to the specified camber on the prepared surface and pre mixed with bitumen binder (CRMB) @4.25% by weight of total mix and filler and comforming to MORTH specification 507 for base/binding course including loading of aggregates with F.E. Loader and hot mixing of stone aggregate and bitumen in hot mix plant, transporting the hot mixed material in tippers to paver and laying the mix using hydrostatic paver finishers with sensor control to the required grade, level and alignment and consolidating surface using vibratory roller of 8- 10T static weight, power roller of 8-10 T capacity and tandem roller to achieve desired compaction for finished item of work as directed by Engineer-in-Charge including hire and operational charges of all T&P, cost and conveyance of all materials to site, and all other contingent charges necessary including seigniorage charges, labour charges for all operations, all other taxes except GST etc., complete but excluding cost of tack coat for finished item of work and as per MORTH specification No.505 complete in all respect.

Upgradation JDM;Providing and applying Tack Coat with bitumen emulsion (RS1) 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, all other taxes, except GST etc, hire 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 specification 503.

Upgradation JDM;Providing and applying Primer Coat with bitumen emulsion (SS1) (Slow Setting 1) over the prepared surface of granular base i.e WMM surface at the rate of 6.00 kg/10 sqm including cleaning of road surface with mechanical broom and air compressor and spraying uniformily with the aid of Emulsion pressure sprayer including cost and conveyance of bitumen emulsion and water, labour charges, cleaning, all other taxes, except GST etc, hire and operational charges of all T&P necessary to complete for the finished item of work as directed by the Engineer-in-Charge as Clause 502 MoRTH.

Upgradation JDM;Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam, including premixing the material with water at OMC in mechanical mix plant, carriage of mixed 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 8-10 T capacity to achieve the desired density, specification including cost & conveyance of all materials, seigniorage charges, all other taxes, except GST etc, hire and operational charges of T&P, labour charges for all operations including lighting, grading, barricading and maintenance of diversion of trafic, etc., complete for finished item of work as per tables 400.11 technical specification clause 406 MORTH.

Upgradation JDM;Providing Granular Sub Base using HBG crushed close graded material confirming to grading -I of MoRTH table - 400.1 (50% of 53mm to 9.5mm , 20% of 9,5 to 2.36mm and 30% of 2.36mmm below)including spreading the HBG material in layers of uniform thickness not exceeding 150mm thick with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller to achieve the desired density complete as per technical specification as directed by the Engineer-in-charge etc, including cost and conveyance of HBG material, water etc to site, seigniorage charges, labour charges for all operations, all incidentals hire & operational charges of roller and other T&P etc, except GST& Seigniorage charges, complete for finished item of work as per MoRT&H (5th Revision) Specification 401.

Upgradation JDM;Conveyance of excavated soils with machinery per 5km for transportation of materials by tipper and truck including loading un loading the foloowing lead and dumpiing on the road alignment wherever required as directed by Engineer -in- charge.

Upgradation JDM;Dismantling of existing flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. Except GST.

Upgradation JDM;Plain cement concrete M15 (1:2.5:5) Nominal mix, using 20mm -10 mm HBG aggregate including cost of all materials, seigniorage charges, conveyanace charges of all materilas including the cost of machinery ,labour charges, mixing ,placing in position , levelling , vibrating , curing etc., complete for finished item of work.(Using concrete mixer). Except GST.

Upgradation JDM;Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.Except GST.

Upgradation JDM;Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Except GST.

Upgradation JDM;Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Except GST.

Upgradation JDM;Providing and laying Cement Concrete wearing course M25 grade using 20mm and 10mm metal size HBG Crushed stone aggregate coarse aggregate including cost, seigniorage charges, conveyance of all materials to sote ande all labour charges, centering, machine mixing ,laying vibracting,curing ,all taxes etc., including all other incidental and operational charges all T & P etc., complete item of work as per 800,1206.30 MORD

Upgradation JDM;Supplying and fixing of GI drainage spouts complete as per MoRTH specification no. 2705 and as per drawing. SD/153 complete for finished item of work.Except GST.

Upgradation JDM;Providing weep holes in Brick Masonry/Plain/Reinforced concrete Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structure with a slope of about 1V : 20H towards drawing face etc., complete as per drawing and Technical specification- MoRT&H specification 2706 & 2200 (4th Revision)

Upgradation JDM;HYSD steel (Fe 415 grade -TMT bars)(Cold twistwd high strength deformed Bars)wroght and put up including decoiing ,bening,cranking and typing them after placing in position as per the approved structural designs and drawing and as directed by the Engineer-in -charge ,all taxes including cost,conveyance of steel,binding wire and all lubour charges for fabiraction etc.,complet for finished item of work.as per MORTH SPECIFICATION 1600

Upgradation JDM;Providing and laying reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per Approved drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge for Approach slab.

Upgradation JDM;Providing and laying Plain Cement Concrete (1:2:4) corresponding to M-15 grade using 6-12mm nominal size well graded machine crushed hard granite chips (coarse aggregate), 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 } from approved quarry including cost, conveyance and seigniorage charges of all materials and all labour charges, machine mixing, laying concrete, vibrating, finishing smooth to required levels, curing, all incidental and operational charges,complete for finished item of work for coping except GST & Seigniorage charges, as per MORTH specification 2100.

Upgradation JDM;Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Upgradation JDM;Providing and laying Back filling behind abutment, wing wall and return wall with selected imported granular material of approved quality, including all leads and lifts complete as per drawing and Technical Specification Ref. to 710.1.4 of IRC :78 Technical specification 305 & 2500 .

Upgradation JDM;Plain Cement concrete (1:4:8) proporation using 40mm nominal size well graded hard broken granite metal from approved quarry, including cost and conveyance and seigniorage of all materials and water all labour charges for machine mixing concrete, laying concrete, ramming in layers as directed by Engineer-in-charge, finishing top surface to required level neatly, curing, all taxes etc., complete for foundations.except GST.

Upgradation JDM;Conveyance of excavated soils with machinery per 5km for transportation of materials by tipper and truck including loading un loading the following lead and dumpiing on the road alignment wherever required as directed by Engineer -in- charge.

Upgradation JDM;Earth work excavation for Structures as per drawing and technical specificatons Clause 305.1 including setting out, construction of shoring and bracing,removal of stumps and other deleterious material and diposal upto a lead of 50m , dessing of sides and bottom and back filling in trenches with excavted suitable material as per Technical Specification 305 MORD / 304 MORTH - RBR-FNDN-1(b) Ordinary soils -Mechanical means

Upgradation JDM;Providing weep holes in Brick Masonry/Plain/Reinforced concrete Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structure with a slope of about 1V : 20H towards drawing face etc., complete as per drawing and Technical specification- MoRT&H specification 2706 & 2200 (4th Revision) ( As per Data communicated vide Circular Memo No. D&P/Bridge work estimates/Non SSR Items/rates/2009-1 Dt 13-08-09 of the Chief Engineer (P&B), Designs & Planning wing,) Hyderabad.

Upgradation JDM;Supplying & fixing CI drain traps 1st quality ISI marked conforming to IS:1729-1979 with C.P. Grating fixing as per site requirements with standard practice for nominal dia 75 mm (3") and grating size 100 mm dia of weight not less than 4.0 Kgs including cost, seigniorage charges, conveyance of all materials to site and all labour charges, all taxes etc., including all other incidental and operational charges all T & P etc., complete item of work

Upgradation JDM;HYSD steel (Fe 415 grade -TMT bars)(Cold twistwd high strength deformed Bars)wroght and put up including decoiing ,bening,cranking and typing them after placing in position as per the approved structural designs and drawing and as directed by the Engineer-in -charge ,all taxes including cost,conveyance of steel,binding wire and all lubour charges for fabiraction etc.,complet for finished item of work.as per MORTH SPECIFICATION 1600

Upgradation JDM;Providing and laying reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per Approved drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (5th Revision) and as directed by the Engineer-in-Charge for Approach slab.

Upgradation JDM;Plain Cement concrete (1:4:8) proporation using 40mm nominal size well graded hard broken granite metal from approved quarry, including cost and conveyance and seigniorage of all materials and water all labour charges for machine mixing concrete, laying concrete, ramming in layers as directed by Engineer-in-charge, finishing top surface to required level neatly, curing, all taxes etc., complete for foundations.except GST.

Upgradation JDM;Conveyance of excavated soils with machinery per 5km for transportation of materials by tipper and truck including loading un loading the following lead and dumpiing on the road alignment wherever required as directed by Engineer -in- charge.

Upgradation JDM;Earth work excavation for Structures as per drawing and technical specificatons Clause 305.1 including setting out, construction of shoring and bracing,removal of stumps and other deleterious material and diposal upto a lead of 50m , dessing of sides and bottom and back filling in trenches with excavted suitable material as per Technical Specification 305 MORD / 304 MORTH - RBR-FNDN-1(b) Ordinary soils -Mechanical means