Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date2 Dec 2024
Closing Date27 Dec 2024
Tender Amount₹ 11,37,00,000
Costs
EMD
₹ 22,74,000Document Cost
₹ 6,260Tender Fee
Refer Documents
Summary
Widening And Strengthening Old Bypass Road From Km-319 Of Banda Bahrich (sh-13e) To Km-3
Description
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Contact
Tender Id
2024_CEJNS_979204_2Tender No
4102/35C-Banda-Circle/2024 Date-11-11-2024Tender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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Construction of granular sub-base by providing close Graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 .
3000
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (As Per Clause 406-4.14) .
1350
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Providing, laying, and spreading of Graded stone aggregate (WMM) after mixig with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying including its stabilization with 1% OPC Cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and compaction with road roller to achieve the desire density.
1350
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Providing and applying tack coat with bitumen VG-10 bitumen pressure distributor at the rate of 0.25 kg per sum on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503
40236
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 Percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (GRADE-II)
2611.76
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Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as perClause 503
40000
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
1205.04
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Earth filling in patri in including rolling with road roller upto required M.D.D., dressing the surface to required level and slope & also including 1.50 m. lift and 30 m. lead, cost of labour, T&P and hire charges of machinery etc. complete work as per direction of Engineer-in-Charge.
1212.2
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Construction of 1000×1000 mm U-Drain, 1×1000 mm Dia, 1×600 mm dai Hume Pipe, Retaingwall and Speed Table.
Excavation in foundation in B.C soil including lift up to 15 meter and 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 M from the foundation trenches.(S.I.No. 251)
12172.02
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from 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)
1033.89
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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.
1053.74
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Providing and laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B) 1000 mm dia.
45
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S & Laying in the Hume pipe with collars in position with cement and sand mortar in 1:2 withsun including labour and T & P etc. required for proper completion of work as per direction of by the Engineer-in-charge N.P-3-Type (a) 600 mm dia
60
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Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. Required for proper completion of the work.
70.41
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12mm thick plaster on brick work minimum thickness not less than 10mm with 1part of cement and 4 part of find sand of 1.25 fineness modulus. As per SI. No.-584
155.62
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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.
0.15
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RCC work with cement approved 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 in Item (283) above but in RCC 1:1.5:3 As Per SI No. 288
2699.48
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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.
2404.78
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P/L of 100 mm dia P.V.C. Pipe in Weap hole. Material Rate Chapter-1 As Per SI No. 36(31)
135
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 Per SOR Chapter 12 (12.11)
210
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Raad Safety
Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35 The finished surface to be level, uniform and free from streak and holes
1137.33
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Supply & Fixing of Pavement maker (Cat eye) Type Z-ASTMD-4956-04 Avery Dennison/3-M (USA MAKE) consisting of ASA plastic housing fitted with tighty adherent ploiting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax.
1333
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Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Stop Sign Board
4
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Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Informatory Sign Board
2
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Supply and erection of direction and place identification retro reflctorised sign as per IRC 67 made of high intensity grade sheeting vede clause 801.30, fixed over aluminium sheeting, 2 mm. thick steel single angle iron post 75 x 75 x 6 mm. firmly fixed to the ground by means of properly designed fondation with M-15 grade cement concrete 45 x45 x 60 mm. 60 cm. below ground level as per approved drawing
2
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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 28)
1
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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 28)
1
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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 28)
1
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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 28)
1
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Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 28 (Excluding G.S.T.) Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 28)
1
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