Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date2 Jan 2025
Closing Date10 Jan 2025
Tender Amount₹ 16,98,12,000
Costs
EMD
₹ 30,00,000Document Cost
₹ 2,354Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEALG_989469_1Bid Award Id
ViewTender No
6260/Cashier(C.D.-1 A.)-A.C./24-25 Date 23-12-2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
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BOQ Items
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Construction of granular sub-base by providing coarse 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.( For Re Laying) (Labour Only) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
300
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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. as per MORTH Specification clause-406 (B) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
8200
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Providing , laying, spreading and compacting graded stone aggregate to wet mix macadam(Stablised with 1% Cement & 3.5% Bitumen 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 Paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORTH Specification clause-406 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
5090
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Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(Including Cost of Emulsion SS-2) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
50900
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Providing and applying tack coat with bitumen VG 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with Air Compressor. as morth specification no 503. (Including Cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
50900
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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 (VG-40) @ 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.) , As per Direction by E/I.
3560
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Air Compressor. as morth specification no 503. (Including Cost of Bitumen VG-10) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
50900
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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 (VG-40) @ 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
1514
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Construction of dry lean cement concrete (DLC) 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, cement content not to be less than 150 kg/ cum, 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
700
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 . (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
2100
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Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and 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 30m from the foundation trenches by Hydraulic excavator/manual means. Ch-4, S.I. 251 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
2200
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Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all material, labour and T&P etc. required for proper completion of the work. Ch-5, S.I. 275(a) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
210
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Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5, S.I. 6 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
400
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Supplying, fitting, and placing HYSD bar reinforcement in Foundation complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (For Drain) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
320
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Providing and laying of 40 mm gauge B/B under Hume pipe culvert foundation in road work including all materials, labours, T&P etc. required for completion of the work. Ch-20 S.I. 18 (For H.P. Culvert) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
7.2
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) as per SOR CH 6, SI 6.1.1 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
30
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Ruled Pointing on brick work with cement mortar 1:3 (1Cement : 3 Coarse Sand) as per SOR CH 13, SI 574(a) (For H.P. Culvert) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
90
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12 mm cement plaster (1 cement : 4 Coarse sand) on brick work with cement mortar of mix (upto 10 mtr height from Ground level).as per SOR CH 13, SI 584(ii). (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
4
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Colour washing with lime on undecorated wall surfaces (Two coats) over & including a primary coat of white washing to give an even shade after thoroughly brooming the surface to remove all dirt, dust mortar drop and other foreign matters. as per SOR CH 16, SI 675. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
90
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Supply, laying & fixing of N.P.-3 Hume Pipe 350mm Dia. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
30
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Supply, laying & fixing of N.P.-3 Hume Pipe 600mm Dia. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I.
20
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05 Year Maintenance Charge @ 2.50%
Routine Maitenance of road for 05 Years after the competion of work (Vide shasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENC PWD. Rate Excluding of G.S.T.)
1-1st Year @ Nill
1
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2nd Year @ 0.25%
1
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3rd Year @ 0.50%
1
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4th Year @ 0.75%
1
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5th Year @ 1.00%
1
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