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₹ 1,52,19,000
Costs
EMD
₹ 3,96,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPRRD_137065_1Tender No
384/SERED-Ckt/PMGSY Tender/Bond Clerk /2024-25 Dt29.10.2024Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of 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
150
134
20190
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)
2.11
2609
5503.65
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)
2.53
3300
8353.82
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)
47.59
3234
153909.11
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
1575
134
211995
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
1117.13
1813
2025347.63
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
634.5
73
46826.1
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
24261.46
14
361495.8
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
727.84
13926
10136319.47
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
1323
618
817614
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent 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
20161
20161
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
4
2084
8336
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
4
2392
9568
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
7378
14756
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
18156
18156
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
2
2730
5460
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 (B) 5 Km. Stone
1
4612
4612
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
13
783
10179
Repainting and writing of INFORMATORY display board
3
4526
13579.8
Repainting and writing of Kilometre stone
5
201
1009.5
Repainting and writing of Hectometre stone
12
29
358.8
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)
99.46
4815
478924.61
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)
11.36
6996
79439.58
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)
9.38
6396
59970.94
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
104.43
127
13335.97
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
68.95
154
10618.3
Marking on Culvert including supply of all material, labour, T&P etc. required for proper completion of work. (As per Analysis of Rates)
17
79
1343
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
105.13
20
2134.14
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
200.56
385
77255.71
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)
13.38
2411
32266.4
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)
21.56
5686
122628
Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III)
2.52
6444
16240.14
Supplying, fixing and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 12.6
3.35
6749
22629.4
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
314
6296
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
2704
3461.63
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)
4.09
1813
7407.92
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
20
2182
43658
Providing and Laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. as per Data Book item No. 9.3 (B) For 1000mm Dia
20
4889
97788
Providing and laying boulder apron for bed protection/Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 and 1302. as per Data Book item No. 14.1 & 14.5
6
2190
13143.6
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. as per Data Book Item no. 2.13B Above 600 mm to 900 mm dia Hume pipe
30
338
10143
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry/Stone 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. Data Book Item No. 2.6B
24
457
10982.4
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