Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Nov 2024
Closing Date26 Nov 2024
Tender Amount₹ 1,66,74,578.17
Costs
EMD
₹ 10,60,000Document Cost
₹ 4,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_974738_1Tender No
7081/44 C-Jhansi Circle/24 Date 30.09.2024Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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)
274.18
7268
1992740.24
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 )
483.01
7923
3826888.23
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)
46.31
90623
4196751.13
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)
220.4
83
18293.2
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
5827
73420.2
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
11330
285516
Drainage Spouts complete as per drawing and Technical specification. (As per MORT&H) SI- 15.17)
20
919
18380
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)
25.78
14836
382472.08
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)
746.85
127
94849.95
Sand Filling in Foundation Trenches as per Drawing & Technical Specification. (As per MORT&H) SI- 15.03)
32.87
2353
77343.11
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)
32.87
5446
179010.02
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)
216.12
1487
321370.44
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. (As per MORT&H , SI- 15.23-A)
205.63
2919
600233.97
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (As per MORT&H-15.10- A)
214.94
5267
1132088.98
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. (As per MORT&H-16.05)
196.14
1815
355994.1
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. (As per MORT&H-16.04A)
392.28
1529
599796.12
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)
121.26
107
12974.82
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
135
540
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
317.72
920
292302.4
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)
960
204
195840
Providing and laying NP4 Pipe of 1000 mm dia in Road diversion. (As per MORT&H - SI- 9.05 A)
10
20244
202440
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)
80
1754
140320
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)
2502.81
204
510573.24
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)
115.43
208
24009.44
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)
126.09
1754
221161.86
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)
32.81
1818
59648.58
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)
32.81
2016
66144.96
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)
437.5
39
17062.5
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)
437.5
10
4375
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)
437.5
140
61250
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)
437.5
45
19687.5
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