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Tender Value
₹6.2 L
EMD Value
₹6,220
Closing Date
3 Feb 2026, 4:20 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer-III
Executive Engineer-III,Patamata,VMC
Construction of Storm Water Drain in Bethlehem Nagar (Ankalamma Temple) in 2nd Division. 1st Call General Funds
894186
Rc-E4-116240/2025
OPEN
Civil Engineering Works
NTR, ANDHRA PRADESH
6 documents required · 6 mandatory
₹221
₹6,220
31 Jan 2026
31 Jan 2026
31 Jan 2026
Dismantling of Reinforced cement concrete including labour charges, T&P and scaffolding wherever necessary, sorting the dismantled material disposal of unserviceble material and stacking the serviceble material as directed by the departmental authorities with all leads and lifts etc. complete as per SS. RCC structures including cost and convayence of all materials and labour charges etc dept authorities.
Removal of wet silt and sludge by manual means from sullage drains with aid of baskets and vessels etc.,complete as directed by the departmental authorities.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out. construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m. dressing of sides and bottom and back filling in trenches with excavated suitable material as per T. S 305 MORD/304 MORTH.
Bailing of water with 5HP oil Engine including conveyance of Oil Engine to work site, including fuel and operational charges and wages for driver / Helper etc., complete for finished item of work as per ss
S/D of Quarry dust from approved quarry including cost and convayence of all materials and labour charges filling sectioning spreading watering curring etc complete as ss
Providing concrete for plain concrete (M10) using 220 Kgs Cement.40 mm nominal size hard stone aggregate. mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH
Centering charges for Drain Walls of CC/RCC(rate is per both sides centering) inclucing cost and conveyance of all materials and labour charges etc complete as directed by departmental authorities
VRCC (M30 Design mix) using 400 Kgs Cement 20 mm, size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH(with form work) For Raft
VRCC (M30 Design mix) using 400 Kgs Cement 20 mm, size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH(with form work) For Walls
VRCC (M30 Design mix) using 400 Kgs Cement 20 mm, size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH(with form work) For RCC Cover Slabs
Supplying, fitting and placing HYSD bar reinforcement as per drqwings and technical specifications clauses 1000 and 1202 MORD & 1100, 1600 MORTH for bars below 36mm dia including over laps and wastage, where they are not welded including cost and conveyance of binding wire and preparation and tying grills and fixing in position and labour charges etc., complete
Providing concrete for plain concrete (M20 Design mix) using 343 Kgs Cement 20 mm,10mm nominal size Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications of MORTH(with form work)
Plastering CM (1:4) 12 mm thick including cost and convayence of all materials and labour chrgs mixing laying tamping watering etc,.complete as per the directions of departmental authorities.
Providing laying spreading and compacting graded HBG crushed stone aggregate to Wet Mix Mecadam specification 5th Rivision as per table 400-13 including cost of all materials and including premixing the material with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base courses on well prepared surface and compacting with vibratory roller to acheive the desired density etc. as directed by the Engineer-in-Charge and as per MORT & H specification 406(5th rivision) for finished item of work
Conveyance of surplus excavated earth with a lead of 2 Kms. including loading, unloading etc., complete as directed by the departmental authorities.
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