Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date19 Feb 2025
Closing Soon27 Feb 2025
Tender Amount₹ 2,50,00,000
Costs
EMD
₹ 14,50,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEUFZ_1008272_1Tender No
900/2(1)Com Ayo Amb Circle-25 dated 14.02.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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Granular Filling in Foundation Trenches as per Drawing & Technical Specification
185
2500
462500
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Plain/Reinforced M-20 Cement Concrete, in Foundation complete as per Drawing and Technical Specification.
45
12200
549000
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RCC Grade M-25 in foundation using batching plant transit mixer & manual placing
45
12800
576000
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RCC Grade M-30 in Foundation using batching plant transit mixer & manual placing
100
12900
1290000
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RCC Grade M-30 in Super Structuer using batching plant transit mixer & manual placing
295
13000
3835000
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RCC Grade M-35 in Super Structuer using batching plant transit mixer & manual placing
18
13200
237600
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Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification
45
85000
3825000
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
150
155
23250
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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
126
4400
554400
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Providing and laying filter materials underneath pitching in slopes complete as per drawing and technical specification'
40
4500
180000
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Earthwork in cutting or in embankment in ordinary soil , excavation to be in the form or regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers, including ramming & dressing the surface to required levels and slopes and also including lift up to 1.5 m and lead up to 30 m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m (100 ft.) distance as directed by the Engineer - in - charge.(As per SOR No. 253) 3 km cartage
8500
220
1870000
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with 2% cement (OPC) with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
82
4000
328000
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Providing, laying and spreading material on a prepared sub grade, adding cement @ 4% by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base.
80
5200
416000
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Providing and applying tack coat with Bitumen VG-10 using Prassur distributor at the rate of 0.25 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MORD specification Clause 503 and as per direction of Engineer-in-charge to completion of work.
812.5
16
13000
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Providing, laying and rolling of open-graded premix carpet of 20 mm thick compacted composed of 13.2 mm to 5.6 mm aggregates of approved quarry using bitumen (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing by Mixol, laying and rolling with a three wheel 80-100 kN static roller, finished to required level and grades as per MORD Specification Clause 508 and as per direction of Engineer-in-charge to completion of work
812.5
216
175500
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Providing and laying seal coat Type-C to sealing the voids in a bituminous surface with 6.7 mm aggregates of approved quarry using bitumen (VG-10) to required laid to the specified levels, grade and cross fall as per MORD Specification Clause 510 and as per direction of Engineer-in-charge to completion of work.
812.5
74
60125
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Brick edging on both sides of roads of 1st class bricks 8cm (3") wide & 12 cm (4.50") deep laid with mud mortor including labour & suplly of bricks finished to required templete and in proper alignment and also including dressing & ramming the excavated e
0.1
82000
8200
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Construction of KC drain side of road.Class - 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth i/c pointing with 1:3 cement sand mortar i/c providing and laying base cement concrete in proportion 8:4:1 (eight part 4cm. guage approved brick ballast: four part approved coarse sand : one part cement ) curing complete , including supply of all materials , labour and T & P required for proper completion of work as per drawing attached. S.I. No.-251 + 275 + 307 + NBO 17.120
200
1200
240000
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Construction of chute on the sloping high embankment i/c cost of all materials labour T&P etc.
245
3000
735000
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.
470
4500
2115000
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
1300
4600
5980000
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Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc.Delinetor
8
825
6600
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Providing and fixing of reflector Caution and reflector sign / direction board its painting , latter writing and diversion wall etc.
100
850
85000
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 150 x 75 x 5 mm, 330 mm long complete as per clause 810
80
3000
240000
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Providing and fixing rectro refelective sign board, ,Regulatory sign board etc
8
7500
60000
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