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1,357 results • Latest
CONSTRUCTION OF TWO SIDE CC DRAIN, SLAB AND PIPELINE AT BASAVANAHALLI LOHITH NAGARA SC KALONI 1ST CROSS ROAD AND LOHITH NAGARA 6TH CROSS ROAD RAJAMMA HOME TO BYATARAJU HOME AND 7TH CROSS NARASIMHAMURTHY HOME TO NAGARAJU HOME GANGARAJU HOME TO RAJANNA HOME 8TH CROSS PAINT RAJANNA HOME TO RAVI KUMAR HOME, STORE RAMESH HOME TO LAYOUT TWO SIDE DRAIN AND SLAB, PIPELINE WORK
CONSTRUCTION OF ONE SIDE DRAIN CULVERT AND PIPELINE AT BASAVANAHALLI GRAMAPANCHAYITHI TO RAILWAY BRIRDGE
Construction of Bridge in Sonitpur district i) Br. No. 1/1 on Bhakatgaon (Khalihamari) to Buragaon Road Package No. CE/EAP/ARRBP/OCB/Bridge-1/Sonitpur/26
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. M 40 grade concrete i) Bridge No 1/1 of Bhakatgaon (Khalihamari) to Buragaon Road
Construction of Bridge in Biswanath district i) Br. No. 2/2 on Jaranigaon to kakila Road Package No. CE/EAP/ARRBP/OCB/Bridge-1/Biswanath/33
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantling material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. II By Mechanical Means (B) Reinforced Cement Concrete i) Bridge No 2/2 of Jaranigaon to kakila Road
Laying cc road at ganesh gift shop in fire office road from D.No. 3-16-6/6 to 3-27-9, in ward Nos 28 &30th of tuni municipality.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.etc., complete as per s.s and as directed by the departmental officer in charge of the work. but excluding seigneorage charges.
Laying of CC Road Door no 3-19-3/2 to 3-28-9/3 At Opposite Sri Chaitanya College in ward no. 30 of Tuni Municipality.
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.etc., complete as per s.s and as directed by the departmental officer in charge of the work. but excluding seigneorage charges.
Construction of Bridge in Baksa district i) Br. No. 1/1 on NH-31 to Dipta Package No. CE/EAP/ARRBP/OCB/Bridge-1/Baksa/12
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantling material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. II By Mechanical Means (B) Reinforced Cement Concrete i) Bridge No 1/1 on NH-31 to Dipta