SDF(2023-24)

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308) including cost and conveyance of all material and labour charges, and contractors profit & over heads but excluding seignorage charges and VAT etc., complete, for Ordinary Soil-Manual Means-Upto 3 m depth.

Plain Cement Concrete of (1:5:10:) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG M/c (SS5) metal with concrete mixture including cost and conveyance of all materials like cement, sand(unscreened), coarse aggregate, water etc. to site, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, overhead charges & Contractors profit etc., complete but excluding VAT & seigniorage charges, sales & other taxes on all materials,for finished item of work for Foundations (APSS No. 402).

Construction of RR Masonry in CM (1:6) Cement: Sand) using hard granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, sand, water, etc., to site including cost and conveyance of all material and all operational, incidental, and labor charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., and including over heads & contractor's profit, but excluding VAT and seigniorage charges complete for finished item of work for foundation and basement (APSS No. 601 & 615) (BLD-CSTN-6-12)

Supply and filling of earth (ordinary soil) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) including cost and conveyance of all material and labour charges,and contractors profit & over heads but excluding seignorage charges and VAT etc., complete.

Supply and filling of gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) including cost and conveyance of all material and labour charges, and contractors profit & over heads but excluding seignorage charges and VAT etc., complete.

Supply and placing of Design Mix Concrete M 20 grade corresponding to IS 456 with minimum cement content of 350 kgs per 1 cum of concrete using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard Granite metal) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site, centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc., including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing and cost of overheads & contractors profit etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) For Footing

Columns upto Roof level

Roof Slab 125mm thick

Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including over heads & contractor profitcost and conveyance of all materials and all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab but excluding VAT and seignorage charges etc,, complete for finished item of work

Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms including Cost and Conveyance of all materials like cement, sand, bricks, water etc., to site, including materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Ceiling plastering of 12mm thick with CM (1:3) including cost and conveyance of all material and labour charges, over heads & contractor profit, all operational, incidental such as scaffolding charges, lift charges, including cutting of Grooves,finishing, curing, but excluding VAT and seignorage charges, etc., complete for for finished item of work. (APSS 901,903 & 904) (CSSR) for CEILING PLASTERING.

Plastering to brick masonary wall with 12mm thick double coat in CM (1:5) 8 mm thick base coat and CM (1:3) of 4mm thick top coat with dubara sponge finish including cost and conveyance of all material and labour charges, over heads & contractor profit, all operational, incidental such as scaffolding charges, lift charges, including cutting of Grooves,finishing, curing, but excluding VAT and seignorage charges, etc., complete for for finished item of work. (APSS 901,903 & 904) (CSSR) for Internal Walls.

Plastering to brick masonary wall with 20mm thick double coat in CM (1:6) 16 mm thick base coat and CM (1:4) of 4mm thick top coat with dubara sponge finish including cost and conveyance of all material and labour charges, over heads & contractor profit, all operational, incidental such as scaffolding charges, lift charges, including cutting of Grooves,finishing, curing, but excluding VAT and seignorage charges, etc., complete for for finished item of work. (APSS 901,903 & 904) (CSSR) for outer Walls.

Flooring with 15-18mm thick polished shabad stones set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Providing skirting to internal walls to 15 cm height/risers of steps with ... mm thick polished Shahabad stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Shahabad stone, cement, and and water etc., complete including seigniorage charges, etc., complete for finished item of work,

Providing High Yield Strength Deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including soverhead charges & Contractors profit but exlcuding VAT and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Painting to new walls with 2 coats of Plastic Emulsion Paint Asian/ Berger/ Nerolac/ Saicoat/Indocem or Equivalent and shade over Priming Coat with Cement Primer Waterbase Interior Gr- 1 Asian/ Berger/ Nerolac/ Saicoat/Indocem or Equivalenton New Plastered Surfaceafter thoroughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges but excluding VAT etc, complete for finished item of work as per SS 912 for external walls.

Supply and fixing of sal wood Door frame of size 1.20x 2.10M section of size 100x75MM and as per approved design with fixtures of 6 nos of 9" ' z" holdfasts, with necessary screws complete including cost and conveyance of all materials and labour charges etc. complete as per specifications

Supply and fixing of ventilator frame size 0.60 x0.30 mt with sal wood frame of section size 75x100mm along with 4Nos. MS Hold fasts, incl. all labour charges such as making window frame & shutter and fiXing safety grills in to frame etc,

Providing and fixing 35mm thick FACTORY MADE MOULDED DOOR SHUTTER consisting of sold core single leaf flush door of 30mm thickness, lipped with 15mm (5mmX3) thick X 30mm width on one stiles and top rails and 10mm (5mmX2) thick X 30mm width on the other stiles and bottom rails. The inner panel laminated with 2mm thick termite proof, water proof and fire resistant oulded Pac sheet with 2,4,6 raised panel design in different panel and / or prelam colours on one side after routing the moulded design on flush door and 2mm prelam Pac sheet on other side using rubber adhesive on flush door and solvent cement adhesive on Pac lipping etc. complete as per direction of Engineer-in-Charge, manufacture specification

Supplying and fixing of Unplasticized Poly Vinyl Chloride (UPVC) 3 track sliding doors with mesh shutter – (2-glass shutters and 1-mesh shutter)- 95 - Series duly manufactured using UPVC reinforced profiles (Composition of profile shall consists a minimum of 5.5 PHR of TiO2 and not more than 12 PHR of CaCo3 for every 100 parts ofPVC resin) of (108 mm x 45 mm)/(95.50 mm x 60 mm) x 2.20 mm for outer frames, (75 mm x 39 mm)/(66 mm x 42 mm) x 2.20 mm for sliding door shutter frames capable of mounting single glazing system, structurally reinforced with hot dip galvanized up to 50 microns of minimum thickness of 1.2 mm prefabricated & welded through fusion welding the door sash shall be fitted with 6 mm thick clear float glass of reputed make duly fixed with Grey colour TPV Gasket for sash & Glazing bead shall be coextrudedwith Grey colour soft PVC. Mesh shutter shall be made of (48 mm x 30 mm))/(50 mm x 26.5 mm) x 2.0 mm uPVC profile section and fitted with Vinyl Coated Fibre mesh and rollers/pulley duly fixed with TPV Gaskets weathering seal resistant Door shall be provided with standard hardware & multi point locking system of Patio/Roto espagulate and the system is to be installed at the site using anchor fasteners, silicon rubber sealant, easy glazing/ deglazing at site etc., including cost and conveyance of all materials, accessories, labour charges for transportation, erection at site complete for finished item of work.

Electrical Items Supply and Laying of 25mm outer dia heavy (2.20mm thickness) grade with IS:9537 part 3 regid PVC pipe of makes Sudhakar / Maco Plast / Modi. make concealed in Roof Slabs with all required PVC / Metallic Deep Boxes including masonary work and labour charges, cost and conveyance of all material, all labour charges, and contractor profit etc., complete but excluding VAT.

Wiring with 2 runs of 14/0.3mm (1.5 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings and as per 2.1.1 of Sta revised data of BLD -TBSE-2-1.1

Supply and transportation of 20W +/- 10%, >/ 2000 lumens, 1200mm length LED retro tube light, housing made with glass body, wide operating voltage with Single / double side connection, PF≥0.9, Surge protection: 2KV,THD<15%, with inbuilt driver and frostedcover CCT: 3000K - 6500K as desired by thedepartment and as per IS specifications,minimum CRI≥80,.etc complete with 5 yearswarranty with BIS Certification.

Supply and Run of 2 of 2.5 Sqmm WPSC (Weather Proof Single Core) ISI Alluminium Wire of makes Finolex / GM / Million / V-Guard / Payal / Nakoda / Gold Medal / HPL / RPG along with No.10 SWG G.I bearer wire through PVC cleats with all accessories including labour charges etc., complete for service mains including cost and conveyance of all material and labour chages but excluding VAT..

Supply and fixing of 6A ISI mark Flush type switch of makes GM G Home / Gold Medal Olive / Million Zoom / Anchor Penta Cherry / Great white Omega with 6A 3/2 pin flush type plug socket of GM G Home / Gold Medal Olive / Million Zoom / Anchor Penta, Cherry / Great white Omega make on a common switch board with earth connections in surface / consealed wiring including cost and conveyance of all material and labour charges but excluding VAT.

Supply and Fixing of 16A 3pin and 6A 3pin plug socket with indicator lamp and 16A fuse unit and 16A switch control (5 in 1) duly recessed in wall with wooden deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete.

Supply, Transportation and Fixing of 1200mm (48") Sweep ISI mark Ceiling Fan as per IS 374 - 1979 and, with double ball bearings but without Regulator of makes Crompton / Bajaj Kassels 50 / Usha atom make with all standard accessories but without regulator including all labour charges etc., complete including cost and conveyance of all material and labour charges but excluding VAT.

Providing BT on R/F Kanagal - Marriguda at 25/4 km to Jogigudem in Chandur Mandal of Nalgonda Dist. Est Cost Rs 90.00 Lakhs Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Vibrated cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification 1500, 1600, 1700 & 2702 as directed by the Engineer-in-Charge for Wearing Coat.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) in super structure.

Road Furniture Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Road Safety Interventions Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Providing Rumble Strips in 6 transverse bar with Hot Applied Thermo-plastic compound with 5mm/7 5mm/15mm thick in muitible layers of 2.5mm thick each and 200mm/300mm width including refleclonsing glass beads @ 250gms per som for top layer on Bituminous surface and top layer thickness of 2.5mm is exclusive of surface applied glass beads 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 BS 3262, 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 finisn: Smooth and uniform G) Night Vision High as directed by the Engineer-in-Charge and confirming to IS: 164-1981 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015. The finished surface to be level uniform and free from streaks and holes etc, complete for finished item of work (with all lifts and leads) - Rumble strip with Thermo plastic Compound for 7.50mm thick (laid in 3 layers)

Providing BT on R/F Pullemla to Bodangiparthi in Chandur Mandal of Nalgonda Dist. Est Cost Rs 315.00 Lakhs - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of HP Culvert 1V of 1000mm Dia. NP4 Pipes at Km 08, 2/4,3/0 (3 Nos) Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

Sand Filling (Natural sand 50%+Manufactured sand(Rock Sand)50% ) in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Construction of HP Culvert 2V of 1000mm Dia. NP4 Pipes at Km 1/7, 2/900 (2 Nos) Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Construction of 1 Vents of 6.00m x 2.00 mspan Slab Culverts 1 Nos at 0/300 KM Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

Providing reinforced concrete of M25 mix using 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Sub-structure.for Bed blocks & Backing walls

Providing reinforced concrete of M25 mix using 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Sub-structure.for Deck slab

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification and specifications of IRC:78 & 2200 MORTH and as directed by the Engineer-in-Charge including overhead charges & Contractors profit ,But Seignarage charges.

Vibrated cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification 1500, 1600, 1700 & 2702 as directed by the Engineer-in-Charge for Wearing Coat.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) in foundation.

Providing and laying boulders apron for bed protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and specification. complete for finished item of work as per MoRT&H specification 2504 ( 5th revision ) and as directed by the Engineer-in-Charge

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges ,centering, machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 (5th Revision) for levelling course.

Vibrated reinforced cement concrete M30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) 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.

Construction of p RCC railing of M 25 grade , aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to center spacing between vertical post not to exceed 2000 mm , leaving adequate space between vertiacal post for expansion, complete as per approved drawings and Technical Specifications as per MoRTH spn nos.2703,1500,1600,&1700 excluding cost of steel and its fabrication charges

Providing Weep holes in VCC Abutment/ Wing wall/return wall with 100mm Diameter AC pipe extending through the full width of the structure at 1.00m C/C in both horizontal and vertical direction so that the weep holes in each horizontal direction is staggered from the weep holes laying above and below lines as shown in drawing including cost and conveyance of the A.C pipes and labour charges for cutting to required length, placing the pipe with a slope of about 1V : 20H towards stream side face etc., complete for finished item of work for weep holes as per SSR Data

Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

Providing and laying of filter media using 50% of 150 mm IRC soling stone and 50 % of 40 mm HBG metal satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind the abutment, wing wall and return wall to the full height compacted to a firm condition including cost and conveyance of all metal (excluding seigniorage) charges ,and all labour charges as directed by the departmental officers as per drawing and Technical specifications as per clause 710.1.1 of IRC:78 and Clause 2200 of MoRT&H (5th Revision) for finished item of work.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 &2200 (5th revision) in sub-structure.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) in super structure.

Road Furniture Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Road Safety Interventions Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Providing Rumble Strips in 6 transverse bar with Hot Applied Thermo-plastic compound with 5mm/7 5mm/15mm thick in muitible layers of 2.5mm thick each and 200mm/300mm width including refleclonsing glass beads @ 250gms per som for top layer on Bituminous surface and top layer thickness of 2.5mm is exclusive of surface applied glass beads 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 BS 3262, 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 finisn: Smooth and uniform G) Night Vision High as directed by the Engineer-in-Charge and confirming to IS: 164-1981 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015. The finished surface to be level uniform and free from streaks and holes etc, complete for finished item of work (with all lifts and leads) - Rumble strip with Thermo plastic Compound for 7.50mm thick (laid in 3 layers)

Providing BT on R/F Shirdepally to Thaskanigudem in Chandur Mandal of Nalgonda Dist. Est Cost Rs 200.00 Lakhs Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Vibrated cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification 1500, 1600, 1700 & 2702 as directed by the Engineer-in-Charge for Wearing Coat.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) in super structure.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Construction of HP Culvert 1V of 1000mm Dia. NP4 Pipes at Km 0/3 , 1/8 & 1/9 (3 Nos) Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Construction of Retaining wall of 20.00m Length 1 No. at 1/600 Km Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

Road Furniture Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Road Safety Interventions Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Providing Rumble Strips in 6 transverse bar with Hot Applied Thermo-plastic compound with 5mm/7 5mm/15mm thick in muitible layers of 2.5mm thick each and 200mm/300mm width including refleclonsing glass beads @ 250gms per som for top layer on Bituminous surface and top layer thickness of 2.5mm is exclusive of surface applied glass beads 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 BS 3262, 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 finisn: Smooth and uniform G) Night Vision High as directed by the Engineer-in-Charge and confirming to IS: 164-1981 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015. The finished surface to be level uniform and free from streaks and holes etc, complete for finished item of work (with all lifts and leads) - Rumble strip with Thermo plastic Compound for 7.50mm thick (laid in 3 layers)

Providing BT on R/F Lakkinenigudem to Chopparivarigudem in Chandur Mandal of Nalgonda Dist. Est Cost Rs 140.00 Lakhs Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Construction of HP Culvert 1V of 1000mm Dia. NP4 Pipes at Km 0/2 , 0/5 (2 Nos) Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Construction of Retaining wall of 20.00m Length 3 Nos at 1/600, 2/400, 3/500 Km Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

Road Furniture Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Road Safety Interventions Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Providing Rumble Strips in 6 transverse bar with Hot Applied Thermo-plastic compound with 5mm/7 5mm/15mm thick in muitible layers of 2.5mm thick each and 200mm/300mm width including refleclonsing glass beads @ 250gms per som for top layer on Bituminous surface and top layer thickness of 2.5mm is exclusive of surface applied glass beads 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 BS 3262, 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 finisn: Smooth and uniform G) Night Vision High as directed by the Engineer-in-Charge and confirming to IS: 164-1981 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015. The finished surface to be level uniform and free from streaks and holes etc, complete for finished item of work (with all lifts and leads) - Rumble strip with Thermo plastic Compound for 7.50mm thick (laid in 3 layers)

Providing BT on R/F Chandur PWD road to Padamatithalla in Chandur Mandal of Nalgonda Dist. Est Cost Rs 180.00 Lakhs Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision

Forming Embankment with material obtained from borrowed useful earth from outside road boundary by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc)

Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR ≥ 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision)

Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) including cost, 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 CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding Seignarage charges etc

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding Seignarage charges etc complete.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding Seignarage charges etc complete.

Vibrated cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification 1500, 1600, 1700 & 2702 as directed by the Engineer-in-Charge for Wearing Coat.

Supplying, fitting and placing of HYSD bars Fe-500 ( From Primary producers ,Like TATA,SAIL,VSP, JWS & Shyam steel Etc.,) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) in super structure.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler with stone dust, transporting the hot mix to work site, laying with a Mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to IS : 383, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding Seignarage charges etc complete.

CD Work Construction of HP Culvert 1V of 1000mm Dia.Pipes at Km0/1 & 1/5 (@ Nos) Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge.

Providing Plain Cement Concrete (1:3:6) mix using 40mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation.

Vibrated cement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate (Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges , centering, machine mixing, laying in position, Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2200 (5th Revision) for foundations.

Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregate(Natural sand 50%+Manufactured sand(Rock Sand)50% ) conforming to table 1000-2 of MoRT&H 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 MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for Substructure.

Providing, laying Reinforced cement concrete Hume pipes of 1000 mm Dia., NP4 class for pipe culverts including cost and conveyance of Pipes etc., complete and Labour charges for laying, jointing of 1000mm dia. R.C.C Hume pipes in position including lifting, aligning, lowering and hoisting etc., as per drawing and as per MoRT&H Specification 2900, 2905 and 2906 (5th Revision) and IRC Special Publication No: 13 and as directed by the Engineer-in-Charge for finished item of work.

Road Furniture Reinforced cement concrete M15 grade K.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. Ordinery KM Stone

Reinforced cement concrete M15 grade H.M stones of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 804 MORTH ,including overhead charges & Contractors profit ,But Exculding Seignarage charges. H.M Stone (200M) Stone

Providing and fixing of typical CRR informatory and Name Board with necessary Logo as per specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding Seignarage charges.

Road Safety Interventions Cost, supply and fixing on road of Reflective Studs - RMP (Twin Moulded Shanks) including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Cost, supply and Painting on road of Thermoplastic Paint of 2.50 mm thick including cost and conveyance and all labour charges and including contractors profit & Over head charges, but excluding GST etc,. Complete.

Providing Rumble Strips in 6 transverse bar with Hot Applied Thermo-plastic compound with 5mm/7 5mm/15mm thick in muitible layers of 2.5mm thick each and 200mm/300mm width including refleclonsing glass beads @ 250gms per som for top layer on Bituminous surface and top layer thickness of 2.5mm is exclusive of surface applied glass beads 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 BS 3262, 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 finisn: Smooth and uniform G) Night Vision High as directed by the Engineer-in-Charge and confirming to IS: 164-1981 (1st revision reaffirmed in 1986) and clause conforming to IRC 35-2015. The finished surface to be level uniform and free from streaks and holes etc, complete for finished item of work (with all lifts and leads) - Rumble strip with Thermo plastic Compound for 7.50mm thick (laid in 3 layers)