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Tender Value
₹12.3 L
EMD Value
₹16,000
Closing Date
7 Oct 2026, 2:00 pm
Executive Engineer, Godavari Head Works Division, Dowlaiswaram
Dowlaiswaram
Formation of Approach Road for the Single Lane Road Bridge connecting the Vasista Left Flood Bank near Pedalanka Village Limits of Elamanchili Mandal in West Godavari District
990803
Tender Notice No.143/2026-27, Dated::18.09.2026
OPEN - NCB
Civil Engineering Works
WEST GODAVARI, ANDHRA PRADESH
9 documents required · 9 mandatory
₹435
₹16,000
23 Sept 2026
23 Sept 2026
23 Sept 2026
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) as director by the Engineer-in-Charge.
Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, 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 drawing BD/1-69( A) but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (4th Revision) and as directed by the Engineer-in-Charge for Wings.
Vibrated reinforced cement concrete M 30 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, 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 drawing BD/1-69( A) but excluding cost of steel and its fabrication charges as per MoRT&H specification 1500, 1600,1700, & 2704 (4th Revision) and as directed by the Engineer-in-Charge for Approach Slab.
Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts as directed by the Engineer-in-Charge.
Construction of precast VRCC railing of M 20 grade using HBG crushed stone aggregate of size not exceeding 12mm and fine aggregate conforming to table 1000-2 true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical posts not to eceed 2000mm, leaving adequate space between vertical posts for expansion including cost, 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 drawing BD/1-69( A) but excluding cost of steel and its fabrication charges as per MoRT&H specification 2703, 1500, 1600,1700 (4th Revision) and as directed by the Engineer-
Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightning, cutting, bending, hooking, lapping, welding wherever required, tying with 1.25mm dia soft annealed steel wire, including cost of all materials, machinery, labor etc., complete with initial lead upto 50m and all lifts etc., complete as directed by the Engineer-in -charge
Providing compacted embankment for field irrigation channels with Quary Rubbish from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required slopes etc., complete with lead upto 50 m and all lifts as directed by the Engineer-in-Charge.
Providing compacted embankment for field irrigation channels with Gravely Soil from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required slopes etc., complete with lead upto 50 m and all lifts as directed by the Engineer-in-Charge.
Filling 2.36mm below metal for blindage as per drawing and technical specification clause 305.3.9 MORD & 304 MORTH as directed by the Engineer-in-Charge.
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