Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Jan 2025
Closing Soon28 Jan 2025
Tender Amount₹ 58,16,470
Costs
EMD
₹ 4,88,000Document Cost
₹ 2,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMRZ_995648_1Tender No
79/53M-MZP Circle/2024 Dated 04-01-2025Tender 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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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications 13.50
61
6250
381250
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-25) SI.No.12.08
34
9650
328100
... More
Providing and laying of cut stone on Appran with 25x15x10 cm average size dressed cut stone as per SI No NS-1 (in bedded in CC Appran concrete)
83
380
31540
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Furnishing and Placing Reinforced/ Prestressed cement concrete in sub-structure as per drawing and Technical Specification. ( Hight upto 5m) SI. No-13.05 F(p)
112
9650
1080800
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure comlete as per drawing and technical specifications (Height up to 5m) SI.No.13.06 (1600 & 2200)
150
8300
1245000
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Proviaing and laying filter media with granular meterials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complate as per drawing and Technical Specification SI. No-13.10 (behind abutment and wing wall)
50
1700
85000
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Providing and laying Cement concrete wearing coat M-30 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4
4
13500
54000
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces SI.No.-8.8
40
68
2720
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Lettering and painting of culvert no. Plate 30x30cm of standard size with two coats of approved synthetic enamel paint and lettering as per PWD maintenance manual including cost of all materials, labour T&P etc. complete. SOR NS-4
4
15000
60000
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Protection work (B)- 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. Specification N. 304 (S.N. 12.01i) (for Hard Rock)
164
455
74620
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
75
1700
127500
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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
174
2100
365400
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Construction of KC drain on both side of road parties with cement concrete 1:4:8 (cement sand & 40mm gauge stone ballast) M-150 brick work with struck pointing 1:2 cement & fine sand mortar including supply of all material labour T&P etc. complet as required for proper completion of work
100
2750
275000
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Construction of Chute drain average size 0.45x0.30m on the slope of embankment of approach from road surface edge to ground level with cement concret 1:4:8 ( cement sand and 40mm gauge coarse snad mortar and finished with struck Pointing 1:2 cement & fine sand mortar including supply of all material labour T&P etc. required for proper completion of work
100
4250
425000
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For Approach Road (c)- Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
885
140
123900
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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 to achieve the desired density, complete as per clause 401
33
1800
59400
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Providing, laying, spreading and compacting stone aggregates of 45-63mm Stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
18
1900
34200
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Providing, laying, spreading and compacting stone aggregates of 22.4-53mm Stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
18
2200
39600
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical
250
32
8000
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503
250
14
3500
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Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.
250
157
39250
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Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade
250
46
11500
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Construction of pataries with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
75
140
10500
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For Divirsion D- Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge within a distance of 60 meters(200 feet).
6.3
300
1890
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
843
140
118020
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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 to achieve the desired density, complete as per clause 401
27
1800
48600
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Providing, laying, spreading and compacting stone aggregates of 45-63mm Stone ballast to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
15
1900
28500
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For 1000mm dia HP NP 3
6
9300
55800
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ROAD SAFTY (F)- 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 ISMCseries 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 811
100
3000
300000
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