Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Feb 2024
Closing DateCancelled
Tender Amount₹ 25,11,42,000
Costs
EMD
₹ 37,67,000Document Cost
₹ 2,715Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUCZ_906827_1Tender No
694/352C/E.TEND/STP-LMP/23-24 Dt. 05.02.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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Documents
BOQ Items
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
10012
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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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
201.8
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-
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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
562.65
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam with Cement & Emulsion Treated Base Wet Mix Macadam (Plant Mix Method) with 1% Cement + 3.5% Emulsion 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.
7692
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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
26000
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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 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.
3731.2
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Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
75859
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-
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
2275
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-
Laying of 80 mm thick pre moulded inter locking paver tiles over 20 cm compected GSB including 4 cm thick coarse sand bed over prepared surface including all labour T&P etc. required for proper completion of work.
2977
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-
Protection work
Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 (Carted Earth)
1000
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-
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
111
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-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
260
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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 not less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
510
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-
RCC Culvert 2x5.00 Mtr
Excavation in foundation soil (Loam clay or sand) including left upto 1.5 metre (5fts) and lead upto 30m (100fts) & including filling, watering and ramming of excavated earth into the tremches or into the space between the building and the sides of foundation.
500
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-
Providing and laying in cement concrete 1:3:6 (1 cement : 3 concrete : 6 stone ballast (40 mm. Nominal size) and curring complete, including cost of form work in foundation and floors.
45
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-
Class- 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.
237
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-
Same as in item No. 3. above but in super structure above plinth level upto floor two level (up to storeys) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cm.
247
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-
Providing and laying PVC pipe of 75mm dia ISI mark for Weep holes.
99
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-
R.C.C. works with cement approved coarse sand and 2cm. (3/4") gauge approved stone ballast in the propotion 1 : 1.5 : 3 (1 cement : 4.5 aggregate) in Beam and slab excluding supply of reinforcement and its bending the same with 24 B WG binding wire. The strngth of concrete shall not be less then M-200 As per direction of E/l.
44.5
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-
Miled steel or iron in plan work such as reinforced concrete or reinforced brick work (When not wrougt to include in overall rates) wrougt to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shallbe measured upto floor two level.
5.2
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-
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
15
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-
Providing and laying C.C. works with cement approved coarse sand and 4cm. (3/4") gauge approved stone ballast in the propotion 1 : 1.5 :3 (1 cement : 4.5 aggregate) in Bearing coat top of the slab.
13
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-
Pointing with cement mortar consist of 1 part cement and 2 part fine sand of 1.25F.M. including supply of all material labour and T&P etc required for proper completion of the work.
220
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-
Construction of subgrade and earthen shoulder with approved material obtained from borrow pits(carted earth) with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2.
700
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-
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
356
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-
Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets
22.5
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-
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (Reinforced Cement Concrete ) As per sl. no. 694
35
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RCC Drain
Earthwork 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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
1352
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-
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
257
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-
Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
490
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-
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses.
30
-
-
Hume Pipe Culvert
Earthwork 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,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.
220
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-
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.
50
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-
Laying of reinforcement conrement pipe for culvert on first class bedding of granula material in single row including fixing collar with cement mortar 1:2 but excluding excavation protection works back filling concrete and masonary works in head walls and prapets.
175
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-
Brick masonry work in 1:3 cement mortar in foundation complete exculding pointing and plastering as per drwaing and technical specification clauses 600,1202&1203
95
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-
Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification.
320
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-
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