Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date10 Dec 2024
Closing Date3 Feb 2025
Tender Amount₹ 20,50,00,000
Costs
EMD
₹ 30,75,000Document Cost
₹ 6,250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_982013_1Tender No
1802/30C-Hamirpur Circle/2024 Date 25.09.2024Tender 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 lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Earth)
14364.9
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GSB
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
15952.74
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WMM
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
7175
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ETA
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.
4270
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Tack
Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
49000
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BC
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 per MORTH specification clause No. 507 complete in all respects
1890
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DLC
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
867.74
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PQC
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
1705.54
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
39836.72
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Carted Earth)
13555.2
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Providing and laying dense graded bituminous macadam (Grading-II) with higher capacity batch type HMP (120 TPH) using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 per cent 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.
87.5
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C.D.Work Excavation in foundation in ordinary soil (Loam clay or sand) 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)
9543.44
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Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side 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
771.63
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Bedding for Pipe Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (S.I. No- ch-9 9.2)
19.62
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Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 8:4:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I. No-281)
384.96
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Cement concrete with 4cm (1/2'') gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. (S.I. No-279)
417.19
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Concrete with 2cm. (3/4") guage approved stone grit, approved coarse sand and cement in the proportion of 4:2:1 including supply of all materials, labour and T&P etc. required for proper completion of the work in floor and top of wall (S.I. No. 279)
80.73
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R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone ballast in the propotion of 1:1.5:3 in bed of causeway excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttring etc. and also icnluding supply etc. and also including supply of all material, labour and T&P etc. required for proper completion of the work Binding wire cost being included in the item.As per S.I. No.-288
1822.24
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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.(SI. No-283)
418.8
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Mild steel or iron wirk in plain work such as reinforced. Concrete or brick work (When not included in an over all rates) Wrought to required shape as necessary including binding for proper completion of the work and including supply of all steel wastage and over laping and hooks. S.I.No-504)
2474.44
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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.Add Item(b)
1764.55
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Class-150 brick work in 1:3 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. (S.I.NO-306)
1671.15
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Raised painting with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work
1662.19
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12mm thick plaster on brick work minimum thickness not less than 10mm with cement and approved coarse sand mortar in 1:4..(SI. No-584)
439.68
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry . work in head walls and parapits clause 1106. S.I.No-9.3(a) 1000 mm dai
60
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry . work in head walls and parapits clause 1106. S.I.No-9.3(a) 600 mm dai
75
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry . work in head walls and parapits clause 1106. S.I.No-9.3(a) 350 mm dai
75
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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 S.I.No Ch-12 (12.9)
487.6
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301(S.I.No Ch-14 (14.1)
252
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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 S.I.No Ch-12 (12.11)
394.2
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Dewatering during construction C.C. & R.C.C. work in foundation including supply of Diesel pumps with operater with POL Etc. Complete.
96
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.Earth work in embankment by local earth [S.I.No-(3.3+3.5 (i)] making diaversion for passing conveyance during construction period. From Site.
1365
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Maintainance Charge including @ Earth Work,
repair of painted /C.C. 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 35 (Excluding G.S.T.)
Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 35)
1
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Maintainance Charge including @ Earth Work,
repair of painted /C.C. 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 35 (Excluding G.S.T.)
Maintainance of First Year (@ 0.25% of Total Work Amount of 1 to 35)
1
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Maintainance Charge including @ Earth Work,
repair of painted/C.C. 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 35 (Excluding G.S.T.)
Maintainance of First Year (@ 0.50% of Total Work Amount of 1 to 35)
1
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Maintainance Charge including @ Earth Work,
repair of painted /C.C. 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 35
(Excluding G.S.T.)
Maintainance of First Year (@ 0.75% of Total Work Amount of 1 to 35)
1
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Maintainance Charge including @ Earth Work,
repair of painted/C.C. 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 35
(Excluding G.S.T.)
Maintainance of First Year (@ 1.00% of Total Work Amount of 1 to 35)
1
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