Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Feb 2025
Closing Date22 Mar 2025
Tender Amount₹ 56,50,00,000
Costs
EMD
₹ 56,50,000Document Cost
₹ 6,260Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEJNS_1009834_1Tender No
4455/35C-Banda Circle Dt 09-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
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Construction of Embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet aggregement of table 300-2 (Cartage 5 Km.)
14412.45
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Construction of Sub Grade and earthen shoulders with approved material obtaiened from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table no 300-2 (E/w Patri) (Cartage 5 Km.)
7712.5
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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 at achieve the desired density, complete as per clause 401
42906.1
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Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with machanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406
22332.8
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Providing laying, spreading and compacting graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixe material by tipper to site, laying 1% OPC cement and 3.5% Emlusion in uniform single layer on sub base/subgrade and compacting with the road roller to acheive the desire density. (ETA)
10234.17
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Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 30 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519.
268.12
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Providing & Laying dense graded bituminous macadam with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.00 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 specifications clause 505(A) complete in all respects. (Grade-1)
7422.03
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Providing and applying tack coat with VG-10 using bitumen pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H Clause 503
325942.8
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Providing and laying bituminous concreate with batch type hot mix plant producing an average outpur of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent of 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 Morth Specification clause 509 complete in all respects.
13037.71
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compaction to meet requirement of Table 300-2 (In Patri)
64330.7
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Providing and Laying of Interlocking Concrete Block Pavements using CC M40 having thickness 80 mm over sand bed of thickness 30mm as per drawings and Technical Specification including cost of all material, Labour T&P etc Complete
14700
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per Clause 304
8048.16
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Sand (Fine sand) Filling in Foundation Trenches including cost of material, labour, T&P etc complete as per Drawing & Technical Specification 304
1120.62
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Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book Item No. 9.2 (ii)
19.09
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Plain/Reinforced Cement Concrete Grade M15 with (40mm Stone Ballast+20mm Stone Grit+10 mm Stone grit ) in Open Foundation complete as per Drawing and Technical Specifications. 12.08 (1500, 1700 & 2100)
926.79
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Plain/Reinforced Cement Concrete Grade M 25 using batching plant transit mixer & manual placing with (20mm Stone Grit+10 mm Stone grit ) in Foundation complete as per Drawing and Technical Specifications. 12.08G (1500, 1700 & 2100)
2153
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. 12.40 (1600)
1153.95
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Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications 13.01(1300 & 2200)
2513.73
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications 13.02(1300 & 2200)
1767.55
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Plain/Reinforced cement concrete with (40 mm Stone Ballast+20mm Stone grit+10mm Stone grit )in sub-structure complete as per drawing and Technical Specifications 13.05(1500, 1700 & 2200)
284.86
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Providing & laying reinforced concrete pipe NP 3 single row for culvert on "Type A" (concrete cradle) bedding with M 15 grade cement concrete including fixing coller mortar 1:2 but excluding protection work, back filling, concrete and masonary work in head walls and parapets clause 1106as per Data Book item no. 9.3(B) 350 mm Dia
90
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Providing & laying reinforced concrete pipe NP 3 single row for culvert on "Type A" (concrete cradle) bedding with M 15 grade cement concrete including fixing coller mortar 1:2 but excluding protection work, back filling, concrete and masonary work in head walls and parapets clause 1106as per Data Book item no. 9.3(B) 600 mm dia
20
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Providing & laying reinforced concrete pipe NP 3 single row for culvert on "Type A" (concrete cradle) bedding with M 15 grade cement concrete including fixing coller mortar 1:2 but excluding protection work, back filling, concrete and masonary work in head walls and parapets clause 1106as per Data Book item no. 9.3(B) 1000 mm Dia
65
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7
620.8
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Construction of Rummble Strips With BC Material including Tack coat.
41.25
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Providing and laying of hot applied thermoplastic compound 10 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes. (5 mm thick two coat (Repeated bars)
522
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes.
7572.5
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Supply of Retro Reflective Sign Board size 600x900mm made of 2mm alloy aluminium sheet and 4mm thick APC sheet fully covered with intensity retro reflective sheet having approved massage fully proceed by AVERY DENSION CO (U.S.A.) equivalent equipment as per specified brand back of aluminium sheet will be provided frame 35x35x5mm angle iron aluminium sheet painted with two coat smoke grey or sky blue paint leg 75x40mm channel 3 mtr long complete.(Informatory Board)
12
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (30cmx90cm rectangular Hazard Marker)
40
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (50cmx60cm rectangular Double Chevron)
36
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (60cm circular Maximum Speed Limit Board)
19
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (75cm hight octagonal Stop Board)
19
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (90 cm equilaterial triangle Curve Board/Intersection)
92
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Providing and erecting a ''W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre, 1.8m high 1.1m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS. 1367 and IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause 810. As per SOR Item No 27
300
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Supply and fixing and Erection of built up overhead structure 12m-15m, span comprising of two vertical post 6mtr height made up to 300mm N.B. Heavy class M.S. Pipe as vertical welded with 10mm M.S. Plate at top & 12mm MS Plate at bottom. The Horizontal truss shall comprise of 50mm dia heavy class M.S. Pipe and 40mm dia heavy MS Pipe as bracing and 10mm MS plate at bottom for fixing to vertical post per structure desing and dwaring with one of steel primer and two coats of synthetic enamel paint. The Work including construction at RCC foundation of ste 0.90x0.90mm of required depth as per site condition for built up structure including earth work in excavation 100mm thick layer concrete in 1:4:8 (Cement coarse sand and 40mm GSB) R.C.C. with 1:2:4 (Cement coarse sand and 20mm stone grit) including supply and fixing of 28mm dia foundation bolts 800mm long as per provision of structure desing including cost of reinforcement & structuring the lateral vertical clearance complete
2
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Supply of reflection sign board made out of 2mm thick aluminium sheet face to be fully covered with heat activated high intensity grade encapsulated lens type Retro Reflective Sheetng as per colour required. The retro Reflective sheet shal be procesed on base aluminum subtract by heat lamp vaccum aoolicator signs, letters and symbol shall be cut be computerised cutting machine and fabricated cut of high intensity grade sheeting/screen printing. Board are to supplied along with back supported angle iron frame of 35x35x5mm back side of the aluminium sheet shall be painted with stove enamel process.
60
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Maintenance of widening & strengthening work including crack sealing spot patching including restroration of rain cuts and dressing of side slop / berms making up of berms / shoulders maintenance of drain, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road sign, speed breakers standing tree at adjacent of road wherever required maintenance of 200m stone (Hectometre) and kilometer stones, cutting of branches of trees, shrub and trimming of glass and weeds etc while washing of parapet including CD work, paiting of guard stones, refixing of displaced gaurd stone (As per Performance index Annexure-1) mentioned in GO No-17/2024/ sa-113/23-1-2024-23-1099/113 /2023 dated 16-01-2024 & E-in-C Letter No-3689/C-OPRMC / MUL-2023-24 dated 17-02-2024 subjected to approval from Govt. Maintenance of 1st Year after completion of work @ 0% of total cost of widening & strengthening work
1
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Maintenance cost for 2nd Year @ 0.25 % cost of widening & strengthening work
1
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Maintenance cost for 3rd Year @ 0.50 % cost of widening & strengthening work
1
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Maintenance cost for 4th Year @ 0.75 % cost of widening & strengthening work
1
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Maintenance cost for 5th Year @ 1.00 % cost of widening & strengthening work
1
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