Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Oct 2024
Closing Date28 Nov 2024
Tender Amount₹ 3,26,26,000
Costs
EMD
₹ 7,70,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPRRD_137021_1Bid Award Id
ViewTender No
5082/SE Nivida/PMGSY Tender/Bond Clerk/File no/2020-21 Dt 25.10.24Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://https://www.pwddelhi.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Dismantling Brick/Tile Work -Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (Dry Brick Pitching or Brick Soling or Tile)
15.2
326
4963.26
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Providing ,Laying spreading & compacting stone aggregate of specific sizes(G2) to water bound macadam specification 75 mm compacted thickness ,including spreading in uniform thickness, handpacking,rolling with 3wheeled static /vibratory roller of 8-10 tonne in stages to proper grade and camber,applying &brooming, stone screening of 11.2 mm nominal size and binding materials (PI6) to fill up the intersices of coarse aggrgate,watering & compacting to the required density making necessary earthen bunds to protect edges, lighting, guarding, barricading and maintenance of diversion etc. and including all lead for metal as per MORD specification clause 405 sr no 4.7-(2) - WBM Gr-II of stone ballast (45 - 63 mm size ) , screening from approved quarry and binding material from approved Quarry.
49.22
6601
324925.83
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Providing ,Laying spreading & compacting stone aggregate of specific sizes to water bound macadam specification as per required thickness compacted thickness ,including spreading in uniform thickness, handpacking,rolling with 3wheeled static /vibratory roller of 8-10 tonne in stages to proper grade and camber,applying &brooming, stone screening material of 11.2 mm nominal size of to fill up the intersices of coarse aggrgate,watering & compacting to the required density making necessary earthen bunds to protect edges, lighting, guarding, barricading and maintenance of diversion etc. and including all lead for metal as per MORD specification clause 405 sr no 4.7-(3) - WBM Gr-III (22.4-53 mm size )of stone ballast from approved quarry . screening material type B from approved quarry
107.06
6292
673717.87
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Providing & applying primer coat with Bitumen Emulsion SS-1 grade on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/ sqm area using mechanical means complete as per MORD Specification no 502 [Sr. No. 5.1(I)]
1167.5
44
51720.25
... More
Supply and laying of the Brick edging on either side of road, 8 cm. wide and 12 cm. deep including cost of all material, labour, T&P etc. required for proper completion of work.
0.25
86799
21265.85
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Construction Of Pavement with Interlocking CC Blocks over G-2
190
85
16203.2
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Missing NEW ICBP
38
803
30534.52
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Repair of existing damaged culverts :-
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a) BW in 1:4 @ 1.79 cum per Km
12.93
7397
95650.97
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b) Cement Pointing 1:3 @ 12.40 sqm per Km
89.59
82
7409.09
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c) Cement Plaster 1:4 @ 1.00 sqm per Km
7.23
272
1967.28
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d) white washing & colour washing of parapets @ 50 sqm per no
1050
21
22890
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e) Painting of number plates
21
200
4200
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Earthwork in excavation in foundation trenches in ordinary soil etc. not exceeding 1.5 m depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of the excavation and subsequent filling
297.4
120
35688
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Cement concrete mix M-10 (1:3:6) with stone aggregates 20 mm nominal size in foundation upto a depth of 1.5 m below ground level and 1.5 m above ground/bed level (As per MORTH specification No. 1000/ 1700 ).
51.2
8777
449382.4
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First class Brickwork in cement mortar 1:4(1 cement,4 coarse sand ) upto a depth of 1.5 meters below ground level and 1.5 meter above bed/ground level.(As per MOST specification No 1000/1300).
764.16
7397
5652950.02
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Cement concrete mix M-20(1:2:4) with stone aggregates 20 mm nominal size in foundation upto a depth of 1.5 m below ground level and 1.5 m above ground/bed level (As per MORTH specification No. 1000/ 1700 ).
14.72
8829
129971.71
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Making provision for weep holes with 100 mm dia polymer pipes fixed at an angle of 45 degrees
640
335
214848
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Retro-Reflectorised Traffic Signs
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. The Retro-Reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67:2012 & proof of the same in form of Govt. report shall be uploaded while quoting tender.
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-
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90 cm equilateral triangle with diffinilation plate size (20cm x 60cm) (Cautionary Signs)
42
4095
171990
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60 cm circular with diffinilation plate size (20cm x 60cm) (Prohibitry Signs)
20
3845
76900
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80 mm x 60 mm rectangular with diffinilation plate (20cm x 60cm) (Information Signs)
6
4581
27486
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30 x 90 cm (Left/Right) Object Hazard
82
3348
274536
... More
Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
420
828
347760
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Renewal (Part 3)
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-
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Construction of embankment, subgrade and earthen shoulders with approved material obtained from borrow pits upto 1.50 m.lifts and 1000 m. leads, spreading in 15 cm thick layer, grading to required slope and compacting to meet technical specification requirement of Table 300.2 as per Technical Specification Clause 301.5 SI no. 3.4
2528.28
243
614650.15
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Same as item no. 4 but with carted earth in abadi portion
1560
303
473085.6
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects.
24195.94
14
360519.51
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Providing and laying Porous hot bituminous mix as per grading of IRC SP 125: 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3 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, tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full depth grouting for CGBM layer (30 mm thick)
760.44
22599
17185860.35
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