Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date16 Jan 2025
Closing Date23 Jan 2025
Tender Amount₹ 1,05,10,524.6
Costs
EMD
₹ 7,30,000Document Cost
₹ 4,050Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEJNS_993781_1Bid Award Id
ViewTender No
91/44 C-jhs-cir/24, Date 04.01.2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M25 using batching plant transit mixer & manual placing. (As per MORT&H) SI- 15.11, E- Case-II)
198.47
7250
1438907.5
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Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.
RCC Grade M25 using batching plant transit mixer & Concrete pump. (As per MORT&H) SI- 15.12- B )
304.53
7900
2405787
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (As per MORT&H) SI- 15.13)
36.7
105000
3853500
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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. (As per MORT&H) SI- 15.14)
153.76
80
12300.8
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. (As per MORT&H) SI- 15.15 - B-Case-II)
12.6
5800
73080
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification. (As per MORT&H) SI- 15.16)
25.2
12100
304920
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Drainage Spouts complete as per drawing and Technical specification. (As per MORT&H) SI- 15.17)
8
960
7680
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (As per MORT&H-15.18)
15.74
15850
249479
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PART- B PROTECTION WORK OF MINOR BRIDGE (BOX CULVERT)
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. (As per MORT&H) SI- 15.01-B-(i)
382.58
120
45909.6
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification. (As per MORT&H) SI- 15.03)
16.78
1900
31882
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M15 using batching plant & manual placing
(As per MORT&H) SI- 15.11, A- Case-II)
25.16
5560
139889.6
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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. (As per MORT&H , SI- 16.01 A)
135.24
1800
243432
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. (As per MORT&H , SI- 15.23-A)
144.18
1800
259524
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (As per MORT&H-15.10- A)
50.4
5300
267120
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (As per MORT&H-15.21)
75.3
100
7530
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Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrengment as per directed by engineer. (As per MORT&H-15.25)
4
130
520
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PART- C DISMENTLING OF OLD STRUCTURE
Dismantling reinforcement cement concrete or reinforcement brick work including stacking of material as directed by Engineer- in- charge with in a distance of 60 mt.as per S.O.R.No. 694
39.9
920
36708
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PART- D DIVERSION ROAD FOR MINOR BRIDGE (BOX CULVERT)
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. (As per MORT&H - SI- 3.16)
350
180
63000
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Providing and laying NP4 Pipe of 1000 mm dia in Road diversion. (As per MORT&H - SI- 9.04 A)
10
8000
80000
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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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (As per MORT&H - SI- 4.1-B)
50
2000
100000
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PART- E APPROACH ROAD FOR MINOR BRIDGE (BOX CULVERT)
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. (As per MORT&H - SI- 3.16)
1367.7
180
246186
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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. (As per MORT&H-3.18)
61.05
190
11599.5
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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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (As per MORT&H - SI- 4.01-B)
50.6
2000
101200
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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.. (As per MORT&H - SI- 4.11-A-ii)
16.05
2300
36915
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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.. (As per MORT&H - SI- 4.11-A-iii)
16.05
2500
40125
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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 means. (As per MORT&H - SI- 5.01-A-i)
214
40
8560
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (As per MORT&H - SI- 5.02-A-ii)
214
12
2568
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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 MORT&H - SI- 5.07)
214
150
32100
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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.(As per MORT&H - SI- 5.09-ii)
214
45
9630
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