Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 1,05,00,000
Costs
EMD
₹ 7,25,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEUFZ_972285_2Tender No
2738 /1com-Sul.A.Cir./2024-25 Dated 14.10.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
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BOQ Items
Plain/Reinforced Cement Concrete (PCC Grade M15 ) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8ACase-II
83.58
7308
610802.64
Reinforced Cement Concrete (M-30) in Open Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.8GCase - II
203.6
8925
1817130
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. As per MORT&H Specification no. 12.42
14
94964
1329496
Plain/Reinforced cement concrete (RCC M-30) in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.05
102.6
9402
964645.2
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.06 for wall
8
95255
762040
Furnishing and Placing Reinforced/ Prestressed cement concrete (RCC M-30) in super-structure as per drawing and Technical Specification. As per MORT&H Specification no. 14.1C Case II
108.77
10627
1155898.79
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As per MORT&H Specification no. 14.2 Slab and parapet
10
98693
986930
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
30
13604
408120
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications, all complete as per clause 2702. As per MORT&H Specification no. 14.4
12.96
15991
207243.36
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per MORT&H Specification no. 13.8
42
458
19236
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. As per MORT&H Specification no. 13.9
32.7
1416
46303.2
Drainage Spouts complete as per drawing and Technical specification
24
4777
114648
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.
109.08
3082
336184.56
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
100
4391
439100
Construction of embankment with approved material obtained form borrow pits with a lift upto 1.5 m transporting to stite spreading, grading to required slope and compacting meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as Technical Specification Clause 301.5
1171.67
120
140600.4
Supply of 1000 mm dia NP-3, S&S Hume Pipe including cartage upto site laoding, unloading and all Taxes etc.
30
5235
157050
Construction of embankment with approved material obtained form borrow pits with a lift upto 1.5 m transporting to stite spreading, grading to required slope and compacting meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as Technical Specification Clause 301.5
998.5
120
119820
Construction of granular sub-base (grading-1) by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
29.15
3317
96690.55
Providing, laying, spreading and compacting stone aggregates of 45-63mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
33.56
3750
125850
Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
33.56
3951
132595.56
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
447.5
38
17005
Providing and applying tack coat with V.G.-10 Bitumen using distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
447.5
15
6712.5
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.
447.5
182
81445
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.
447.5
57
25507.5
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
71.06
183
13003.98
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