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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹5.9 Craccepted-aoc | ₹5.9 Cr | accepted-aoc |
Tender Value
₹7.6 Cr
EMD Value
₹7.6 L
Closing Date
30 Mar 2026, 3:00 pmClosed
Chief Engineer, HMDA
7th floor, East Wing, Swarnajayanthi Commerical Complex, Ameerpet-500038
Providing BT overlay in Phase-I of Uppal Bhagayath layout, Uppal(M),Medchal-Malkajgiri Dist.
686302
HMDA/DEV/CE/53/01/2025-26,Date:07.03.2026
OPEN
Civil Works
MEDCHAL-MALKAJGIRI
1 document required · 1 mandatory
₹11,800
₹7.6 L
14 Apr 2026
12 Mar 2026
13 Mar 2026
Providing and carrying out Surface Cleaning of existing Bituminous Surface using a hydraulically operated Mechanical Broom mounted on a suitable vehicle, for removal of dust, sand, silt, mud and other foreign matter, ensuring a clean and dry surface. Including deployment and operation of the hydraulic mechanical broom, cleaning to the full width of the carriageway including edges, dry sweeping, and all costs towards machinery, fuel, labour, operator charges, tools, transportation and incidentals, complete in all respects and as directed by the Engineer-in-Charge.
Engaging Labour for manual collection, loading and disposal of swept materials such as dust, sand, silt, loose aggregates and other debris generated during mechanical broom / surface cleaning operations from the road surface, including edges and shoulders. Including all labour charges, tools, handling and incidentals, complete in all respects and as directed by the Engineer-in-Charge.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.
Carting away unuseful excavated soil/rock at site and pipe line trench earth including loading and unloading transportation , (lead upto 5km in addiotion to initial lead) away from the work spot, including Contarctor's profit and overhead charges, complete for finished item of work and as directed by the Engineer-in-charge.
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 withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for finished item of work and as directed by the Engineer-in-charge.
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) etc. finished items of work and as directed by Engineers-in-charge.
Providing and applying tack coat with Bitumen emulsion (RS-1) (Rapid Setting) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom including conveyance of bitumen emulsion round the trip as per Technical Specification Clause 503 MORD, including Contractors profit and overhead charges but excluding Seigniorage Charges complete for finished item of work and as directed by the Engineer-in-charge
Providing and laying of Dense Graded Bituminous Macadam with 100 - 120 TPH batch type hot mix plant producing an average output of 75 tones per hour using hard blasted granite crushed aggregates of Grading - II as per table 500-10 of MoRT&H Specification 507 (5th revision) premixed with bituminous binder of VG-30 grade @ 4.5% of weight of total mixture and , transporting to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled as per Clauses 501.6 and 501.7 with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction including hire and operational charges all T&P and all other contingent charges necessary including cost of (excluding seigniorage) charges of all materials etc.including contractors profit and overheads, excluding seignorage charges etc., complete for finished item of work and as directed by engineer in charge.
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 specified Grading II (13 mm nominal size), premixed with bituminous binder VG 30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic big paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects with all leads (MORTH 5.8)including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes as per Specification 803 MORTH, including Contractors profit and overhead charges but excluding Seigniorage Charges complete for fiished item of work and as directed by the Engineer-in-charge
Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(HIImpact Polysterene) or ABS or ASA ( Acrylic Strene Acrylonitrite and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H. Complete for finished items of work and as directed by Engineers-in-charge.
Painting with 2 coats of ready mixed synthetic Enamel paints to kerb in all shades Grade - I having VOC (Volatile Organic Compound ) content less than 50grams/Lit. over primer coat of first quality of approved make for new wood/concrete kerb work including cost and coneyance of all materials likr paint brushes etc. to site including all labour charges for preprationof surface painting etc complete for finished item of work and as directed by Engineer in charge.
Engaging Dozer 50 hp for jungle clearance and debris cleaning along the shoulder and central median, complete incl cost of Hire, fuel, crew charges etc., complete for finsihed item of work and as directed by Engineer In Charge.
Engaging JCB for clearance of trees, grass, shrubs and levelling etc., in the central median and shoulders etc., complete incl cost of diesel, driver batha etc., complete for finsihed item of work and as directed by Engineer In Charge.
Engaging Tractor Trolley for carting of cutting trees, grass, shrubs and bushes etc in the central median and shoulders, and also for carting of dust, sand, silt, loose aggregates and other debris generated during mechanical broom / surface cleaning, complete incl cost of diesel, driver batha etc., complete for finsihed item of work and as directed by Engineer In Charge.
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