Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date26 Mar 2021
Closing Date16 Apr 2021
Tender AmountRefer Documents
Costs
EMD
₹ 7,41,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPRRD_108419_2Bid Award Id
ViewTender No
3144/T-293(3/3)PMR/UPRRDA/Dt. 18-03-2021Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Checklist for Bidders but this will not be treated as SBD clauses
BOQ Items
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 Road-A
1130
-
151.2
Road-B
370
-
151
Road-C
435
-
151
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 Road-A
80
-
370
Road-B
320
-
370
Road-C
120
-
370
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906. (15.5 )Sr. No. 4.7 (2) (B) MORD 405 (Ch.15.5 ) Road-A
474.09
-
346.8
Road-B
18.67
-
340.7
Road-C
81.8
-
347.7
Maintenace of bituminous surface road Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 (15.3 iii) Road-A
793.33
-
279.3
Road-B
79.02
-
277.9
Road-C
93.54
-
280.4
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam-2 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 2 as per Technical Specification Clause 405. Road-A
99.79
-
4553
Brick edging on both side of road with first class brick 8 cm. (3") wide 12 cm. (4.50") deep laid with mud mortor including all materials, labour, T & P etc. complete. As per PWD SOR SI. No. 765 Road-A
0.32
-
70000
Road-B
0.03
-
70000
Road-C
0.02
-
70000
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 )) Road-A
474.09
-
20.7
Road-B
18.67
-
20.7
Road-C
81.8
-
20.7
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 )) Road-A
55600.69
-
9.2
Road-B
11362.5
-
9.2
Road-C
3308.63
-
9.2
Periodical Renewal to Existing Bituminous Surface--Providing, laying and rolling of open-graded Premix carpet of 20 mm thick composed of 13.2 mm (passing 100% on 22.4 mm sieve and fully retained on 11.2 mm seive ) and 11.2 mm (passing 100% on 13.2 mm sieve and fully retained on 5.6 mm seive) granite stone grits in the ratio 2:1 using VG-10 bitumen finish the surface to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, as per Technical Specification Clause 508 By Mechanical Means Clause 508. (Ch.[5.9](i)) Road-A
55600.69
-
169.2
Road-B
11362.5
-
167.5
Road-C
3308.63
-
167.6
Providing and laying Seal Coat with VG-10 Bitumen (By Manual Means) Sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 (using 80/100) Sr. No. 5.12 B Case III MORD 510 (Ch.5.12( B )) Road-A
55600.69
-
57.2
Road-B
11362.5
-
56.7
Road-C
3308.63
-
57.4
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) Road-B
75
-
214.2
P/L Maintenance Interlocking Concrete 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 10-08-2020) Road-A
862.5
-
780
Road-B
160
-
780
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 ) Road-A
14.5
-
763.8
Road-B
3.5
-
761.7
Road-C
0.87
-
761.7
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 ) Road-A
14.5
-
1297.7
Road-B
3.5
-
1297.7
Road-C
0.87
-
1297.7
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) Road-A
1
-
2839.6
Road-B
1
-
2830.7
Road-C
1
-
2847.8
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. Ordinary Kilometer Stone (Precast) Road-A
48
-
723.9
Road-B
10
-
722.8
Road-C
3
-
725.7
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 (Ch.15.13 ) Road- A
250
-
17.49
Road-B
75
-
17.49
Road-C
75
-
17.49
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 Road-A
16
-
5500
Road-B
5
-
5500
Road-C
2
-
5500
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) (ii) 30x60cm rectangular for Village Board Road-A
8
-
5200
Road-B
5
-
5200
Road-C
1
-
5200
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 Typical PMGSY informatory sign board with Logo Road-A
1
-
19254
Road-B
1
-
19240
Road-C
1
-
19258
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 PMGSY Maintance sign board Road-A
2
-
16781
Road-B
1
-
16766
Road-C
1
-
16784
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) Road-A
37.79
-
6580.86
Road-B
15.11
-
6525.72
Road-C
1.6
-
6594.14
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) Road-A
70.15
-
5390
Road-B
28.04
-
5390
Road-C
2.96
-
5390
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (Ch.12.3 ) Road-A
304.98
-
198.6
Road-B
121.9
-
198.6
Road-C
12.88
-
198.6
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. Road-A
7.62
-
6600
Road-B
3.05
-
6600
Road-C
0.32
-
6600
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) Road-A
2990
-
420
Road-B
745
-
420
Road-C
191.75
-
420
Providing and laying reinforced cement concrete1000 mm dia hume pipe NP3 for culvert on Ist class bedding of granular materiali in single row including fixing cillor with cement morter 1:2 but excluding exavation, protection work, back filling , concrete and masonary work in head wall and parapet clause 1106. Road-A
10
-
5125
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