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Tender Value
₹14.5 L
EMD Value
₹15,000
Closing Date
20 Mar 2026, 3:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Superintending Engineer, PR Circle, Mancherial
Behind ZP office Mancherial
Construction of Retaining walls to Bridge across Erravagu on Road from Nennel to Konampet of Nennel Mandal in Mancherial District.
686191
NIT No.246/SE PR/MNCL/2025-26, Dt:05.03.2026 of Superintending Engineer, PR Circle, Mancherial (1st call)
OPEN
Bridges, Cross drainage Works including U.T
MANCHERIAL
13 documents required · 13 mandatory
₹514
₹15,000
12 Mar 2026
12 Mar 2026
12 Mar 2026
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)
Earth work in excavation of foundation of structures in ordinary soils upto SDR soils by machinery - depth upto 3m as per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORT&H sr.no.12.1,specification no.304
PCC (1:3:6) mix for foundations for levelling course using 40mm size HBG Machine crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost and conveyance of all materials to site and labour charges for centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P (excluding Seignorage charges) etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (4th Revision) and as directed by the Engineer-in-Charge
PCC M20 Grade Concrete: Plane cement concrete for foundation using 40 mm ,20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of all materials to site and all labour charges for 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 (4th Revision)
PCC M20 Grade Concrete : Plane cement concrete for sub structure upto 5m height using 40 mm ,20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of all materials to site and all labour charges for 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 (4th Revision)
VRCC M25 Grade Concrete : Vibrated Reinforced cement concrete For Super structure for height upto 5m using 40 mm ,20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of all materials to site and all labour charges for 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 (4th Revision) and as directed by the Engineer-in-Charge.
Providing HYSD bars (Fe-500) for foundations of R.C.C items 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 (4th revision) and as per I.S.1786 of 1985 -Foundation
Providing HYSD bars (Fe-500) for foundations of R.C.C items 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 (4th revision) and as per I.S.1786 of 1985 -Substructure
Providing HYSD bars (Fe-500) for foundations of R.C.C items 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 (4th revision) and as per I.S.1786 of 1985 -Superstructure
PCC M15 Grade Concrete for Levelling course below approach slab using 40 mm ,20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of all materials to site and all labour charges for 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 (4th Revision) -Levelling Course under approach slab
VRCC M30 Grade Concrete for Approach slab using 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of all materials to site and all labour charges for 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 (4th Revision) and as directed by the Engineer-in-Charge -Aproach slab
Providing weep holes in Brick Masonry/ Plain/ Reinforced concrete Abutments, Return walls and wing walls with 100mm Diameter AC pipe extending through the full width of the structure with a slope of about 1V : 20H towards drawing face etc., complete as per drawing and Technical specification- MoRT&H specification 2706 & 2200 (4th Revision) ( As per Data communicated vide Circular Memo No. D&P/Bridge work estimates/Non SSR Items/rates/2009-1 Dt 13-08-09 of the Chief Engineer (P&B), Designs & Planning wing,) Hyderabad.
VRCC M 30 grade concrete for wearing coat over Deck slab using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) 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 drawing but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2702 (4th Revision) and as directed by the Engineer-in-Charge
Construction of 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 including cost of steel and its fabrication charges
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Retaining Wall Konampet Erra Vaagu.xlsx
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