Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Dec 2024
Closing Soon1 Jan 2025
Tender Amount₹ 4,79,23,075.8
Costs
EMD
₹ 25,96,000Document Cost
₹ 7,750Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEJNS_986728_2Tender 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
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(Hard Rock -requiring blasting )
Carrying out excavation in hard rock to achieve a specified slope of the rock face by controlled use of explosives and blasting accessories in properly aligned and spaced drill holes, collection of the excavated rock by a dozer, loading in tipper by a front end loader and disposing of the material with all lifts and lead upto 1000 m, all as specified in clause No. 303. (As per MORTH- 12.01-III).
487.74
480
234115.2
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification. (As per MORT&H) SI- 12.03)
67.04
2470
165588.8
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M15 using batching plant & Concrete pump. (As per MORTH- 12.08-A- case-I)
86.12
4000
344480
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M30 using batching plant & Concrete pump. (As per MORTH- 12.08-G-case-I)
550.56
6435
3542853.6
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (As per MORTH- 12.42)
64.83
91900
5957877
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SUB-STRUCTURE
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.
RCC Grade M30 using batching plant transit mixer & Concrete pump. (As per MORTH- 13.05-G-p)
898.7
6750
6066225
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (As per MORTH- 13.06)
126.99
91900
11670381
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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 MORTH- 13.08)
196.6
80
15728
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (As per MORTH- 13.16)
8
21000
168000
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SUPER-STRUCTURE
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/PSC Grade M-40 Using Batching Plant, Transit Mixer and Concrete Pump. (As per MORTH- 14.01-E-i (p)).
292.98
7530
2206139.4
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. (As per MORTH- 14.02).
57.5
92000
5290000
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Precast - pretensioned Girders Providing, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and technical specifications Grade of concrete - M40. (As per MORTH- 14.13).
110.64
35450
3922188
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Drainage Spouts complete as per drawing and Technical specification. (As per MORTH- 14.09).
30
2050
61500
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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 MORTH- 14.04).
42.74
20400
871896
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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (As per MORTH- 14.06).
103.6
2300
238280
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specificationPCC Grade M15 using batching plant & Concrete pump. (As per MORTH- 14.10).
5.78
4750
27455
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification(RCC- M30). (As per MORTH- 14.11).
11.55
10700
123585
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Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. (As per MORTH- 14.23)
48
45000
2160000
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PART- B PROTECTION WORK OF MINOR BRIDGE
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (As per MORTH- 13.09-B)
100
1580
158000
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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. (As per MORTH- 12.07 -B)
57.6
4550
262080
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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. (As per MORTH- 13.10)
256.2
2000
512400
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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 (As per MORTH- 16.04-A)
367.2
1260
462672
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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 MORTH- 14.16).
134.68
100
13468
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Direction and place identification sign board 0.90 sqm
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
2
6300
12600
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PART- C APPROACH ROAD FOR MINOR BRIDGE
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (As per MORTH- 2.03-iii-A).
0.12
30000
3600
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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. (As per MORT&H - SI- 3.16)
2630
200
526000
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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)
150
200
30000
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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)
358.38
1200
430056
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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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (As per MORT&H - SI- 4.14-B)
262.5
1550
406875
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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. (As per MORT&H - SI- 5.01-A-i)
1050
34
35700
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (As per MORT&H - SI- 5.02-iii)
1050
11
11550
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Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. (As per MORT&H - SI- 5.04-A)
136.5
7550
1030575
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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 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.(As per MORT&H - SI- 5.05-A)
42
9450
396900
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Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. (As per MORT&H - SI- 5.05-A)
240
380
91200
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