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 Date5 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 1,76,50,000
Costs
EMD
₹ 3,60,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPRRD_137869_3Tender No
1048/29-11-2024Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Dismantling of existing damage 80mm thick interlocking Tiles including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (2.6 D)
28.9
303
8771.15
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Relaying of concere block pavement having thikness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504 (As per PWD SOR of Aligarh on 20-05-2022)
108.38
63
6903.81
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P/L of concere block pavement having thikness 80 mm I Shaped machinacaly compaced Interlocking CC pavers blocks manufactured by high pressure & controlled vibration machine having plan diamention 200x(160+120)mm with minimum 8mm thick toping of O.P. cement mixe with 25% marble powder. The compresive strength of Concrete paver blocks shall not be less than 30 MPa &5.0 Kg per No. including cost of all material labour T&P etc. required for proper completion of work as per drawing and Technical specification clause 1504 (As per PWD SOR of Aligarh on 20-05-2022,)
252.88
720
182174.75
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
77.98
105
8187.9
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Providing concrete for plain concrete in open foundations complete in 1:3:6 as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Ch.11.4 (I-ii)
19.49
6982
136090.87
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Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (Ch.11.50)
138.72
6235
865030.18
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (Ch.12.3 )
571.02
221
126195.42
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Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work.
13.08
7632
99826.56
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R.C.C grade M 20 Nominal mix (1:1.5:3) Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
5.63
7895
44448.85
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Steel 1% of RCC
0.44
70082
30906.29
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GSB Grade -1 Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with tractor mount rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401
72
3466
249552
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WBM Grading 2 (By Mechanical Means) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405
32.4
4689
151923.6
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WBM Grading 3 (By Mechanical Means) - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber,applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
14.63
4629
67722.27
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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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
90
14
1323
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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 @ 5.40 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 MORT&H specification clause No. 507 complete in all respects
2.7
11711
31619.7
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Thermoplastic compound 2.5mm thick Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thiclness of 2.5mm is exclusive of surface applied glass beeds of 50x50 cm each as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge.
36
640
23050.8
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Providing & Fixing Kilo Metre Stone withR.C.C. M15 grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
Ordinary Kilometer Stone (Precast)
1
2927
2927
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Providing & Fixing Hecto Metre(200 M)Stone withR.C.C. M15 grade of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200m Stone (Precast)
25
792
19822.5
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Providing and fixing of Reto-reflectorised Cautionary,mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting wide clause 801.3,fixed cover aluminium sheeting,2 mm thick supported on a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation M150 grade Cement concrete 45cmX45cmX60cm , 60 cm below ground level as per approved drawing including cost of all meterial, labour, T&P etc.(As per PWD SOR Ch.27 Sl.No.11) (i) 50x60cm rectangular for Cautionary Board
3
8344
25032
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(ii) 60x45cm rectangular for Village Board
6
8344
50064
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(iii) 60cm equilateral trangular for Turn Board
10
2243
22430
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(vi) Stop Sign - Same as above Caution Board /Traffic Sign but of 90 cm height Octagonal
2
4824
9648
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Delineator System (LDS) Panels - Supply and Fixing of Linear Delineator System (LDS) Panels made of Micro Prismatic Retro Reflective Sheeting duly laminated of thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observations and external angles. Eatch LDS panel should be of norminal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly on existing MS railing MS Sections welding as and when required.Rate As per PWD SOR Ch.27 Item No.1
3
720
2161.5
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Hazard markers - Supplying and installation of Hazard 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.
4
3321
13284
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Maintenance of 200 metre km stone and km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (Ch.15.11 )
7.05
863
6089.09
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910 (Ch.15.09 )
7.05
1254
8840.7
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PART-3 Renewal Work Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1084.23
118
127939.14
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (Carted Earth)
463.24
309
143141.16
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Providing and applying Prime Coat (Low porosity) 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 Sr. No. 5.1 MORD 502 (Qty.Same As WBM-3) (Ch.5.1( i ))
678.71
43
29252.4
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Providing and applying Tack Coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.Sr. No. 5.2 (ii) MORD 503 (Ch.5.2( ii ))
23520.51
14
345751.5
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler,with Waste Plastic New Technologi, 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. 509 complete in all respects
704.46
11711
8249931.06
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Road Safety -Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250gms per sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35. The finish surface to be lavel, uniform and free from streaks and holes. composition of thermoplastic meterial shall be as per table 800-3 of clause 803 of MORTH including cost of all meterial, labour, T&P etc. require for proper completion of work as direction by engineer-in-charge. (Rate as per PWD Mainpuri SOR of 01-03-2020. Ch.20,S.No.24)
1165.81
640
746468.14
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Cat Eye - Supply & Fixing of pavement Makers (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass coverd prismatic reflective face to reflect light I/C all taxes.Rate As per PWD SOR Ch.27 Item No.5
580
324
187920
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