Construction of temporary Jetty Ramp and Side Railing and Miscellaneous works at North Bank Entry and Exit and South Bank of Guwahati Umananda Ferry Service

Construction of temporary railing at both side approach road or barricade where ever necessary by providing J. Bamboo post at an interval of 2.00m, height 2.25m i.e. maximum 1.50m above ground and 0.75m below the ground tying by G.I. wire and coir string etc. with jati bamboo horizontal bars in two lines and white washing the same and complete as per direction. A) For the booking counter 7m × 2 side × 2 row = 28m 4m × 2 side × 2 row = 16m Total = 44m

Miscellaneous works such as Tent, chair, table, water tape, Music system, Banner, etc

Construction of temporary jetty with 2.00m height above water level up to planks triple Bhaluka bamboo post closely driven at least 75cm below the bed level at interval of 0.90m to 1.20m apart in both side parallelly crosswise Bholuka bamboo beam supported on groovers tied posts, planks, coir rope and 2 (two) rows Jati bamboo railing longitudinally above the plank level tied with the posts. Jati bamboo support post diagonally driving to the bed level tied with every post of both sides as per direction, (excluding planks). Breadth……2.40 rm. At North bank side

Construction of temporary Ramp at river bank maximum 2.00m height and 3.00m length from the ground level Jati bamboo post along the three sides driven closely at least 75.00cm underground double Jati bamboo kamies placed horizontally 50cm to 30cm apart tied with closely driven post. Earth filling cement bag placed in row three side and filling the rest portion with river sand/soil uniformly upto height complete as per direction. Breadth……2.40 m. At North bank side = 6.0m × 4.0m × (0.04 + 1.1 + 1.20 + 1.60) / 4 = 6.0m × 4.0m × 0.985m = 23.64 cum

Construction of temporary railing at both side approach road or barricade where ever necessary by providing J. Bamboo post at an interval of 2.00m, height 2.25m i.e. maximum 1.50m above ground and 0.75m below the ground tying by G.I. wire and coir string etc. with jati bamboo horizontal bars in two lines and white washing the same and complete as per direction. a) For approach road 30m × 2 side = 60m b) For jetty 24m × 2 side = 48m Total = (60 + 48) m = 108m

Supply of 1st class local wooden planks (Poma, Koroi, Sidha, Titachapa) for making of jetty. b) 25mm to 50mm thick = 30 nos × 3.60m × 0.30m × 0.05m = 1.62 cum

Construction of temporary jetty with 2.00m height above water level up to planks triple Bhaluka bamboo post closely driven at least 75cm below the bed level at interval of 0.90m to 1.20m apart in both side parallelly crosswise Bholuka bamboo beam supported on groovers tied posts, planks, coir rope and 2 (two) rows Jati bamboo railing longitudinally above the plank level tied with the posts. Jati bamboo support post diagonally driving to the bed level tied with every post of both sides as per direction, (excluding planks). Breadth……2.40 rm. B) At North bank side

Construction of temporary Ramp at river bank maximum 2.00m height and 3.00m length from the ground level Jati bamboo post along the three sides driven closely at least 75.00cm underground double Jati bamboo kamies placed horizontally 50cm to 30cm apart tied with closely driven post. Earth filling cement bag placed in row three side and filling the rest portion with river sand/soil uniformly upto height complete as per direction. C) At North bank side = 5.0m × 4.0m × (0.04 + 1.1 + 1.20 + 1.60) / 4 = 5.0m × 4.0m × 0.985m = 19.70 cum

Construction of temporary railing at both side approach road or barricade where ever necessary by providing J. Bamboo post at an interval of 2.00m, height 2.25m i.e. maximum 1.50m above ground and 0.75m below the ground tying by G.I. wire and coir string etc. with jati bamboo horizontal bars in two lines and white washing the same and complete as per direction. a) For approach road = 50m × 2 side = 100m

Supply of 1st class local wooden planks (Poma, Koroi, Sidha, Titachapa) for making of jetty. b) 25mm to 50mm thick = 40 nos × 3.60m × 0.30m × 0.05m = 2.16 cum

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