Tender For Construction Of Bansi Dumariyaganj Road Km-10 To Siswa Gao Tak Missing Link - Earth Work In Cutting Or In Embankment In Ordinary Soil, Excavation To Be In The Form Of Regular Pits Not Not Exceding 0.50 Mt. In Depth And Work In Embankmet To Be N, basti-Uttar Pradesh

Tender For Construction Of Bansi Dumariyaganj Road Km-10 To Siswa Gao Tak Missing Link - Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. forEmbankment work. (The rate are excluding G.S.T. which will be paid extra as applicable) 2 Excavationfor roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.50 m and lead up to 50 m as per Technical Specification clause 302.3 As per S.O.R. No. 251 (Without royalty) (The rate are excluding G.S.T. which will be paid extra as applicable) 3 Construction of granular sub-base by providing Shankargarhmaterial, spreading in uniform layers with motor grader on prepared surfaceand compacting in two layers at OMC with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. (The rate are excluding G.S.T. which will be paid extra as applicable) 4 Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming,Type - B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (The rate are excluding G.S.T. which will be paid extra as applicable) 5 Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming,Type - B screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (The rate are excluding G.S.T. which will be paid extra as applicable) 6 Brick edging onboth sides of roadwith Class-M150 brickslaid on edge with mud mortar including supply of bricks,labour, T&P and all taxes etc. complete for proper completion of the work asper specification and direction ofE/ I as per SI 765. (The rate are excluding G.S.T. which will be paid extra as applicable) 7 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Specification Clause 502 (including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable) 8 Providing and applying tack coat with Bitumen (VG-10) at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer complete as per Technical Specification Clause 503.(including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable) 9 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat ofType Cas per Technical Specification Clause 508.(including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable) 10 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510(including cost of bitumen) (The rate are excluding G.S.T. which will be paid extra as applicable) 11 Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not not exceding 0.50 mt. in depth and work in embankmet to be n 20 cm. layers includding ramming and dressing the surface to required level and slope and also including 1.5 mt. lift and 30 mt. lead as per SL. No.253 detailed specification & direction of E/I. forMaking Shoulders. (The rate are excluding G.S.T. which will be paid extra as applicable) 12 Earth work in excavation in fo undation as per S.I. No. 251 (The rate are excluding G.S.T. which will be paid extra as applicable) 13 Concrete with 40 mm gauge brick ballast, fine sand of 1.25 F.M. and cement in the proportion of 8:4:1 as per S.I. No. 275 (The rate are excluding G.S.T. which will be paid extra as applicable) 14 Class 150 brick work in 1:6 cement and fine sand mortar in foundation and plinth. As per SI. No. 303 (The rate are excluding G.S.T. which will be paid extra as applicable) 15 Class 150 brick work in 1:4 cement and fine sand mortar in Super Structure. As per SI. No. 305(a+b) (The rate are excluding G.S.T. which will be paid extra as applicable) 16 Supply of 600 mm dia Hume Pipe NP-3 type (The rate are excluding G.S.T. which will be paid extra as applicable) 17 Laying of R.C.C. 600 mm dia Hume pipe in construction of culvert. (The rate are excluding G.S.T. which will be paid extra as applicable) 18 Supply of 900 mm dia Hume Pipe NP-3 type (The rate are excluding G.S.T. which will be paid extra as applicable) 19 Laying of R.C.C. 900 mm dia Hume pipe in construction of culvert. (The rate are excluding G.S.T. which will be paid extra as applicable) 20 Struck pointing with 1:2 cement and fine sand. As per SI. NO. 574 (The rate are excluding G.S.T. which will be paid extra as applicable)

INR 2714 /-

INR 355000.0 /-

INR 35.48 Lakhs /-