Telangana State Industrial Infrastructure Corporation Limited Tender

Conveyance of useful excavated earth to site of embankment with a lead upto 1.0 KM including loading, unloading, all labour charges, hire charges of T&P, inclusive of 13.615% Contractor Profit and Overhead charges. complete excluding GST.

Conveyance of useful excavated rock fragments to site of embankment with a lead upto 1.0 KM including loading, unloading, all labour charges, hire charges of T&P, complete excluding GST.The Lead Charges are inclusive of 13.615% Contractor Profit and Overhead charges.

Formation of embankment / subbase with useful excavated soils obtained from Road, drains and Culverts by mechanical means and spreading in layers not more than 200mm thick each or as directed by the Engineer-in-Charge including pre-watering soil, removal of top soil, excavation of soils, depositing the soils on the embankment, spreading soils, breaking clods, sectioning and consolidation with vibratory roller of 8 to 10 Tonnes capacity @ OMC compaction to meet requirement of table 300.1 and 300-2 of MORT&H including labour charges for all operations, hire and operational charges of T&P, all water leads duly maintaining the required camber in the formation etc., excluding GST, complete for finished item of work as per MORTH Specification clause 305 (5th Revision) (Payment will be made based on level for finished item of work). Excluding GST

Construction of rock fill embankment with broken hard rock fragments of size not exceeding 300mm laid in layers not exceeding 500mm thick including filling of surface voids with stone spalls, blinding top layers with granular material rolled with vibratory roller,all complete MORTH Specification clause 313 (5th Revision) including maintaining the required camber in the formation,labour charges for all operations and hire charges of equipment all water leads,cost of water, etc.,complete but excluding the cost of rock fragments and granular material(payment will be made on level basis).Excluding GST .

Construction of embankment with Good gravel brought from outside and spreading in layers of not more than 200mm thick each or as directed by the Engineer-in-Charge during execution, watering, dozing, grading and compacting each layer to required proctors density with OMC compaction with vibratory roller of 8 Tonnes capacity, maintaining the required camber in the formation including cost and conveyance of good gravel,all labour charges, hire and operational charges of dozer, power roller,mortar grader,water tanker,all water leads, etc complete as per requirement of table 300.2 as per Technical Specification clause 305 MORTH (5th Revision). (payment will be based on levels for finished item of work).Excluding GST & Seignoriage charges.

Providing Granular Sub Base (GSB) 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, , labour charges for all operations, all incidentals hire & operational charges of roller and other T&P etc, complete for finished item of work as per MoRT&H (5th Revision) Specification 401. Excluding GST & Seignoriage Charges.

Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) 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

Providing and applying Primer coat with bitumen emulsion (SS-1) (Slow Setting) over the prepared surface of granular base as WMM surface at the rate of 6Kg/10 sqm 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

Providing and applying Tack coat with bitumen emulsion (RS-1)(Rapid Setting) over the prepared surface before laying DBM at the rate of 2.5 kg/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

Providing and laying 50mm thick dense graded bituminous macadam (DBM) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading (grade-II), 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. 507 complete in all respects. Excluding GST & Seignoriage Charges

Providing and applying Tack coat with Bitumen Emulsion rapid setting over the prepared surface before laying BC @2kg/10Sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformity with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, all taxes 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 MORT&H(5th Revision) specification503. excluding GST

Providing, laying bituminous concrete of thickness 40mm on prepared surface with specified graded crushed aggregate grade II and VG-30 grade bitumen binder @ 5.0% of weight of mix conforming to MORTH (5th Revision) 508 for wearing course including loading aggregates with F.E. loader, heating & mixing the aggregate and binder in 100 - 120 TPH Capacity batch type hot mix plant, transporting the mixed material with tipper and laying with 100TPH capacity Paver Finisher Hydrostatic with sensor control to the required grade, level & alignment and rolling with vibratory roller of 8 - 10T static weight, power roller of 8 to 10 Tones capacity and tandem roller to achieve the desired density 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 excluding GST & seigniorage charges.

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 to10 tonnes capacity to achieve desired density at OMC including cost conveyance of gravel, water etc., to site, labour charges for all operations, hire and operational charges of vibratory roller and other T&P diversion of traffic, etc., complete for finished item of work, as per MORT&H (5th Revision) Spc.No.401. Excluding GST & Seignoriage charges.

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.

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.

Earth work in excavation for culverts & drains by using Hydraulic excavator and depositing the earth on road side or as directed by the Engineer-in-Charge with an initial lead of 50mts in all soils upto SDR in all conditions including all operational, incidental and labour charges such as dry, wet, slushy, setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom, sheeting, planking, strutting, etc., complete for finished item of work excluding dewatering charges etc., complete as per MORTH (5th Revision) specification 304. Excluding GST.

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,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,for open foundations.

Providing laying Reinforced cement concrete Hume Pipe of NP-3 class 600mm 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 .

Providing laying Reinforced cement concrete Hume Pipe of NP-3 class 1000mm dia plain ended tongue and groove model pipe including cost and conveyance of pipe, etc, 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 . Excluding GST & Seignoriage charges.

Providing and laying Plain Cement Concrete (1:2.5:5) 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 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.

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,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,for open foundations.

CRS 2nd sort masonry in CM(1:3) prop using hard granite stone from approved quarry including cost and conveyence of all materials to site,seogniorage charges for dressing stones to required size and shape ,mixing of cement mortor, stone wall construction ,curing,all taxes,except GST,etc...complete for finished item of work as per MORTH specification 1405.3

Filling with available soil(Construction of Median and Island) above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures,spreaded,graded and compacted with plate compactor to achieve the desired density,including cost and conveyance of all material,labour charges and operational charges all T & P,diversion of traffic etc complete for finished item of work as per clause 407 MORTH Specification. Excluding GST

Raised and cut pointing on CRS masonry in CM(1:3) prop including cost and conveyance of all materials to site, seigniorage charges, labour charges for all operetions, curing, scaffolding, ect., complete for finished item of work as per drawing and technical specifications Clauses 613.3 and 1204 MORD and 1300 &2200 MORTH. Excluding GST and Seniorage charges.

No. of Items : 27 (Twenty Seven Only)

(Rupees Twenty Five Crores Eighty Eight Lakhs Eighteen Thousand Seven Hundred and Forteen Only)

Part-I

Part-II - Seigniorage Charges payable as per actuals

Note : 1) The rates mentioned in schedule 'A' are including overhead charges & Contractors Profit. The overhead charges includes Labour Amenitites and Labour Importation / Compensation / Site Supervision / Quality Control Charges and Bankers Charges, etc. Hence the contractros quoted percentage is inclusive of all the above including Technical persons labour welfare cess, District mineral fund and work insurance and no reimbursement for these will be made. 2)The above rates for finished items of work including cost and convenyance of all requisite materials to site, Labour Charges for all operationas, curing wherever needed, all Incidental, Hire and Operational charges of all T&P barricading, Diversion of traffic etc., including all taxes except GST & Seigniorage Charges .