Tender For Construction Work Of 3×3.00 M Span Box Culvert In Chainage 0.400 Of Bhabhua Rural Link Road. - Excavation In Foundation In B.C Soil Including Lift Up To 15 Meterand Lead Upto 30 M (100 Ft) And Including Filling, Watering & Ramming Of Excavated , banda-Uttar Pradesh

Tender For Construction Work Of 3×3.00 M Span Box Culvert In Chainage 0.400 Of Bhabhua Rural Link Road. - Excavation in foundation in B.C soil including lift up to 15 meterand lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 Mfrom the foundation trenches.(S.I.No. 251) 2 Sand filling in plinth including supply of necessaryquantityof sandfrom adistance not exceeding 8 Kmfrom the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) 3 Cement concrete with 4cm (1/2) gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 4 RCC work with cementapproved coarse sand and 2cm. (3/4) gauge approved stone ballast in the proportion 1:2:4 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost. . As per SI No.-283 5 RCC work with cementapproved coarse sand and 2cm. (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost For Slab. As per SI No.-288 6 Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tierods, gratings, etc. (when not included in over all rates) wrought to required from excluding supply of steel bolts, nuts wastage etc and including their fixing required for proper completion of the work. As Per SI No. 502 7 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 8 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302S.I. No.14.6 9 Providing weep holes with 50 t0 75mm dia PVC pipe complete 10 Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4 11 Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 12 Construction of Aproch RoadConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 13 Providing, laying, spreading and compacting stone aggregates of 45-63.mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density grading-II as per technical specification clause 405 14 Providing, laying, spreading and compacting stone aggregates of 22.4-53mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screeningto fill up the interstices of coarse aggregates, watering and compacting to the required density grading-III as per technical specification clause 405 15 Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mannual means. Clause 502 16 Providing and applying tack coat with V.G.-10 bitumen using bitumen pressure dristributor @ 0.35 to 0.45 kg. per sqm. on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 17 Providinglaying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 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 . Technical sepecification Claues 508 18 Providing and laying seal coat by manual means with VG-10 grade Bitumen 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 19 Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 50 meter as per MORD technical specification cause 301.5 MORD sepecification 301.5(i) S.No. 3.4

INR 1000 /-

INR 12.60 Lakhs /-

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