DMF

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) ( with a lead of 8 Km )

Earthwork excavation in soils upto SDR by mechanical means including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete including for finished item of work for trench cutting as per MoRT&H specification 301(5th Revision) and as directed by the Engineer-in-Charge. (As per Levels & Earth work Calculation).

Supplying and filling Sand & Manufacture Sand in trenches ,sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental ,labour charges hire charges and T & O Complete for finished item APSS 309 &310) (As per Levels & Earth work Calculation).

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 50 mm thick of Dense Graded Bituminous Macadam with 100-120 TPH batch type hot mix plant using HBG crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 505 (5th revision) premixed with bitumen VG-30 grade (60/70)@ 4 to 4.50% of weight of total mixture, transported to site, laid over a previously prepared surface with Mechanical Paver finisher to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 to achieve the desired compaction for finished item of work as directed by the Engineer-in-Charge including hire and operational charges all T&P and all other contingent charges necessary including charges of all materials etc., complete and as per MoRTH specification No. 505(5th Revision.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared Bitumenus surfaces & 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. (Area as per Calculation of the Running track of 6 lanes).

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. (Area as per Calculation of the Running track of 6 lanes).

Supply & Installation of IAAF/WA Certified Sandwich system for Running Track which should be certified by World Athletics (earlier known as IAAF) Federation to use in all International Athletics Competition. A seamless, water impermeable running track system having base layer with SBR (cast in-situ) that is being entirely adhered to the asphalt base by means of a specially developed polyurethane adhesive and SBR Granules. Priming over asphlat should be at 0.25 Kg/m², Consumption rate over dense asphalt are 8.0 kg/m² for SBR and 1.6 kg/m² of PU Binder, application of pore sealer at the rate 2.3 kg/m² over SBR shockpad, PU material for wear layer to be used 3.5 kg/m² of polyurethane. Product should be tested and certified as per IAAF Norms. Track should have a overall thickness of 14.5 mm (+/-4% max tolerance) with the 11-12 mm of the Base layer and 3 mm of wear layer (Surface finish TERRACOTTA RED COLOR). Manufacturer should be IAAF/WA certified and his products should have been used worldwide. Surface average technical standards should include 0.69 MPA/mm Tensile Strength, 111% Elongation at Break, 42% Force Reduction at 400C, 1.8 mm Vertical Deformation at 400C, should be Spike resistance, Average friction value of system should be 65. Wear coat to be applied "wet-in-wet" and homogeneous. EPDM granules (Terracota Red) are to be broadcasted into wet polyurethane wear coat. Supply rate should be 3.5 kg/m². Excess EPDM is to be removed after polyurethane wear coat is cured (this excess quantity is returnable to supplier). EPDM content in wearing surface after removal of excess granules should be 2.8 kg/m² net. Physical properties of applied system in compliance with test report Excluding GST

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). Ordinary Soil-Manual Means-Upto 3 m depth etc., Complete.

Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, 50% sand+50% Rock Sand , coarse aggregate, water etc. to site, including seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402) All work upto plinth level.

RR Masonry in CM (1:8) Cement: Sand) using hard granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, 50% sand +50% Rock Sand, water, etc., to site including seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615).

CRS Masonry in CM (1:6) 2nd Sort (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 seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Damp proof course/ PCC Plain Cement Concrete over CRS 50mm thick with 1:2:4 cement concrete Nominal mix, using 20 mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work etc., Complete.

Supplying and fixing of M.S Equal Angles for Vertical Post 40x40x6mm including fabrication cost of fixing labour charges etc complete including cost and conveyance of all materials and labour charges for errection overhead charges and contractor profit etc., complte but excluding GST.

Plain Cement concrete - Nominal Mix (1:3:6) using 20mm metal including Cost ofall materials,machinery and labour charges but excluding seigneirage charges and GST ., complete for bed blocks

Hot dipped Galvanized Iron Chain link mesh 8 gayge - (4.0 mm) as per IS : 2721-1979:21/2x 21/2" (63 mm x 63mm) -8 Gauge. CSSR 2025-26 (TBSC-E.II-05)

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). Ordinary Soil-Manual Means-Upto 3 m depth etc., Complete.

Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, 50% sand+50% Rock Sand , coarse aggregate, water etc. to site, including seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402) All work upto plinth level.

RR Masonry in CM (1:8) Cement: Sand) using hard granite stones from approved quarry including cost and conveyance of all materials like Granite stones, cement, 50% sand +50% Rock Sand, water, etc., to site including seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615).

CRS Masonry in CM (1:6) 2nd Sort (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 seigniorage charges, Countryes & other taxes on all materials, all operational, incidental, and labor charges such as cutting stones to required size and shape, mixing of cement mortar, constructing masonry, curing etc., complete for finished item of work for foundation and basement (APSS No. 601 & 615)

Damp proof course/ PCC Plain Cement Concrete over CRS 50mm thick with 1:2:4 cement concrete Nominal mix, using 20 mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work etc., Complete.

Plastering 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 c/c of all materials like cement, sand,water etc., to site, other taxes on all materials, all operational, incidental such as scaffolding charges, lift charges, including cutting of Grooves,finishing, curing, etc., complete for for finished item of work. (APSS 1001,1003 & 1004) (CSSR).