Tender For New Construction Work From Village Karpahadia To Udaypura - Clearing jungle including uprooting trunk vegetation grass,bush wood trees and saplings of girth upto 30cm meassured at a height of 1 mtr. above ground level and removal of rubbish upto a distance of 50m outside the periphery of area cleared. (S.I. No-259) 2 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 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil) 3 Construction of subgrade with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. 4 Cement treated subbaseProviding, laying, spreading Material on prepared sub grade adding cement @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength to form a layer of subbase. 5 cement treated BaseProviding, laying, spreading Material on a prepared sub base, cement @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with the road rollar at OMC to achieve the desired unconfined compressive strength to form a layer of base. 6 Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503. 7 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 of either Type A or Type B or Type C as per Technical Specification Clause 508.Case - I By Manual Means(I)Bitumen (S-90) 8 Seal CoatProviding and laying seal coat by Manual Means with VG-10 Grade Bitument 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 9 Construction of subgrade with approved material obtained from borrow pits with all lifts and leads. transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead up to 1000 m as per Technical specification cause 303.1. including Stablization with 2% slaked lime including its mixing with rotabator complete. 10 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) 11 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) 12 Supply & Laying cement concrete pipe NP-3 350 mm dia (burried Conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation protection works, backfilling. concrete and masonary work in head wall and parapoets as per MORD specification no. 1100 sr no. 9.7 as per Data book item no. 9.70 13 Cement concrete with 4cm (1/2) gauge approved stone ballast, approved coarse sand. cement in the proportion 1:3:6 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 14 Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work.(Chpt-8 Add Item (b) 15 12mm thick plaster on brick work minimum thickness not less than 10mm with cement and approved coarse sand mortar in 1:3..(SI. No-582) 16 Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:2:4 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. 17 Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing etc per drawing and Technical Specification clause 1703 (Km stone) 18 Hectometer stone 19 Poviding & fixing of retro reflective sign board size 1200x900 mm made of 2mm alloy aluminium sheet and 4 mm thick aluminium composite panel sheet fully covered with high intensity retro reflective sheet with MS angle frame of 35x35x5 mm angle iron aluminium sheet painted with 2 coat smoke grey or sky blue paint leg 75x40 mm channel 3 m long complete (size 1200x900mm) (1.08 sq. Mtr.) 20 Construction ofun-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 size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed 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, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501 21 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 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Carted soil) 22 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 1st year (@0.00 % of total work amount S.No.1-25) 23 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 2st year (@0.75 % of total work amount S.No.1-25) 24 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 3st year (@1.5 % of total work amount S.No.1-25) 25 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 4st year (@2.25 % of total work amount S.No.1-25) 26 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 5st year (@3 % of total work amount S.No.1-25) 27 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 1st year (@0.00 % of total work amount S.No.1-25) 28 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 2st year (@0.25 % of total work amount S.No.1-25) 29 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 3st year (@.50 % of total work amount S.No.1-25) 30 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 4st year (@.75 % of total work amount S.No.1-25) 31 Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri ,culvert,road furniture etc.as direction of E.I for the period of five years from the actual completion of workMaintenance cost for 5st year (@1 % of total work amount S.No.1-25)
