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 Date30 Oct 2024
Closing Date28 Nov 2024
Tender Amount₹ 2,53,05,000
Costs
EMD
₹ 6,86,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPRRD_137099_1Tender No
384/SERED-Ckt/PMGSY Tender/Bond Clerk /2024-25 Dt.29.10.2024Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of Granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller or vibratory roller to achieve the desired density, complete as per Technical Soecification Clause 401 as per Data Book item No. 4.1 (A)-I
For Grading I Material (A mix of 50% 22.4-53 mm Machine broken stone ballast, 20% well graded 6.7mm stone grit & 30% Moorum)
3.94
2472
9737.49
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water bound macadam WBM Grading 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller or vibratory roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of course aggregate , watering and compacting to the reqiured density as per Technical Specification Clause 405. as per Data Book item No. 4.8-2(A)
1.97
3128
6160.21
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Sub-base/Base WBM 3 specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. as per Data Book item No. 4.7-3(A)
51.61
3062
158037.08
Laying of interlocking Concrete Block Pavements having thickness 80 mm as per drawings and technical Specifications Clause 1504 & as per Data Book Item no. 6.7
220.8
1201
265335.36
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I)
On Curves, T Junction 600mm traingle
6
2077
12462
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board of 600 mm equilateral triangle as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801as per Data Book item No. 10.2 A-(I)
Villege Name 800X600 mm Rectangular
8
2385
19080
Providing and fixing of Logo sign board at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
7371
14742
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
1
18142
18142
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (A) Ordinary K.M. Stone
1
2716
2716
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 as per Data Book item No. 10.10 (C) 0.200 Km. Stone
10
780
7800
Repainting and writing of INFORMATORY display board
4
4526
18106.4
Repainting and writing of Kilometre stone
13
201
2624.7
Repainting and writing of Hectometre stone
41
29
1225.9
Repainting of Guard stone
25
29
747.5
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 (A) as per Data Book Item no. 11.6 (II)
69.65
4847
337592.94
Brick Masonry in 1:4 Cement Mortar- Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Data Book Item No. 11.5 (ii)
3.6
7026
25296.48
Providing and laying Plain Cement Concrete(Grade M20 1:2:4) in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II)
3.97
6344
25188.06
Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
179.73
128
23022.9
Plastering with cement c. sand mortar (1:4), 12 mm thick on brickwork in substructure as pr technical specification clauses 613.4 & 1204. as per Data Book item No. 9.13
16.35
156
2557.14
Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates)
26
79
2054
White washing two coats on parapet walls including preparation of surface by cleaning,scraping etc. as per technical specification clause 1915. Data Book Item No. 15.13
287.8
20
5842.34
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 9.1
31.6
385
12172.32
Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2(I)
2.31
2558
5910.14
Providing concrete for plain/reinforced concrete in open foundation in (1:3:6) (Cement : C Sand : Stone Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. Type A (Concrete Cradle) Bedding as per Data Book item No. 9.2 (I)
4.62
5633
26027.69
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
20
315
6300
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 as per Data Book item no. 12.10
1.28
2566
3285.5
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book item No.11.2(I)
0.85
2075
1764.43
Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 Sr. No. 9.7 as per Data Book item No. 9.7
10
2183
21832
Renewal (Part 3)
-
-
-
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 100 m as per technical specifiication clause 202 Data Book Item No. 3.4
1350
134
181710
Construction of HARD SHOULDERS with local material(MOORUM) by mix in place method normal construction of granular sub base by providing local material, spreading in uniform layers on prepared surface, mixing by mix in place method by Tractor With Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Soecification Clause 401.4 as per Data Book item No. 4.11-408(1)-(ii) using gravel mix soil
892.8
2075
1853274.24
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-I Low porosity
688.13
73
50783.63
Providing and applying tack coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-II
46196.55
14
688328.55
Bituminous Concrete (Cold Mix)
Providing and laying bituminous Cold Mix (30 mm thick Bituminous concrete)on prepared base consisting of a mixture of unheated mineral aggregate and emulsified with CRRI or any IIT approved emulsion for BC Layer cold Mix, including mixing in a plant of suitable type and capacity , transporting, Laying, compacting and finishing to specified grades and levels
1427.3
13783
19672706.23
Painting lines, dashes, arrows, etc. on roads with hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
2554.86
618
1578903.48
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