Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Jan 2025
Closing Soon22 Jan 2025
Tender Amount₹ 3,45,00,000
Costs
EMD
₹ 19,25,000Document Cost
₹ 6,400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEKNP_992725_5Tender No
7583C/131C-KV/2024 Dt. 30.12.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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 (MORTH 4.01)
757
4300
3255100
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100 (MORTH 15.11) (E) RCC Grade M25 (Case II) RCC Grade M25 using batching plant transit mixer & manual placing
1001.7
8880
8895096
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100 (MORTH 15.11) (B) PCC Grade M20 (Case II) PCC Grade M20 using batching plant & manual placing
110.3
8150
898945
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications - 1600. (MoRT&H no. 15.13)
98
76000
7448000
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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 Specification (MORTH 15.14)
68
240
16320
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Drainage Spouts complete as per drawing and Technical specification 2705 (MORTH 15.17)
14
3300
46200
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Filler joint : Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. 2605 (MORTH 15.22) (ii)
48
88
4224
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 (MORTH 15.18)
29.29
13500
395415
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Providing and laying Flooring complete as per drawing and Technical specifications laid over cement conrete bedding. 2505 (MORTH 16.08) (A) Rubble stone laid in cement mortar 1:3
138.62
7500
1039650
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Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.0.0. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger 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 complete as per drawing and technical specification (MoRT&H no. 15.24)
90
3650
328500
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Back filling behind abutment, and retaining wall complete as per drawing and Technical Specification (710.1.4.of IRC:78 & 2200) (MORTH 15.23) B. Sandy material
240
1450
348000
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Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. 2507 (MORTH 16.11)
340
3530
1200200
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (MORT&H 3.16).
2300
100
230000
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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 Vibratory roller to achieved the desired density. complete as per clause 401. (Grading-1 Material) (MORT&H 4.01) (A) Plant Mix Method
470
4000
1880000
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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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per Technical Specification Clause 406 (MORTH 4.14) (A) Laying Using Mechanical Paver.
350
4210
1473500
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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. (Grading I) (G-2)
14
4500
63000
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Providing, laying, spreading and compacting stone aggregates of specific sizes 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. (Grading II) (G-3)
14
4650
65100
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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 kg/sqm using mechanical means. (MORTH 05.02)
1587.5
38
60325
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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 granular surface treated with primer. as per Technical Specification Clause 503. (MORTH 5.02) (ii) (between Primer and DBM/PC)
187.5
11
2156.25
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP (120 TPH) 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. (MORT&H 5.04(B) (Bitumen VG-30)
70
11500
805000
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Providing and applying tack coat with bitumen (VG-10) using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per Technical Specification Clause 503. (MORTH 5.02) (i) (between DBM and BC)
1400
9
13300
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant (120 TPH) 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. (MORTH 5.05) (B) Grading-II . (Bitumen VG-30)
42
12500
525000
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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 as per MORTH specification clause No. 510 complete in all respects. (MORTH 5.07).
187.5
180
33750
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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using 'Type-C' as per Technical Specification Clause 510 (MORD 5.12) Case III (Type C)
187.5
65
12187.5
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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 (without lead and compansation for earth) (Sl.No.3.18)
710
100
71000
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Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (MORTH 3.06) (301)
71.12
50
3556.15
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (MORTH 12.04)
10.67
5950
63462.7
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Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. Clause 1300 (MORTH 12.05)
116.67
7220
842371.84
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Providing (M 20 Grade) concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 1500, 1700 & 2100 (Morth 12.08) (B) (Case II)
0.69
7200
4968
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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 face. complete as per direction of engineer in charge and MoRT&H Technical Specification Clause (Ch.13.08).
36
230
8280
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Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications Clause 1300 (MORTH 12.05)
25.8
70
1806
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Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications 1300 & 2200 (MORTH 13.03)
1.9
145
275.5
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (MORD 9.3 (B) 1000 mm dia
20
6100
122000
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Lettering and painting of culvert and parapet etc. complete.
1
10000
10000
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Type A 'W' : Metal Beam Crash Barrier : Providing and erecting a 'W' metal beam crash barrier coprising 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 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 second 150 x 75 x 5, 330 mm long complete as per clause 810. (Lko SOR Ch.26, Sl.No.27)
100
3107
310700
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