Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Eprocure
Opening Date25 Jan 2021
Closing Date23 Feb 2021
Tender AmountRefer Documents
Costs
EMD
₹ 9,20,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPRRD_105214_1Bid Award Id
ViewTender No
UP5268Tender 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 materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 with lead upto 1000 m.
6441.44
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Scraping old painted surface including disposal of all scrapped material to a distance of 30 meters (100ft.) as directed by Engineer-in-charge & PWD specification No. 772.
5700
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (GSB)
2252.99
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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.(G-2)
2179.42
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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. (G-3)
2040.37
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-
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
25805
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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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
25805
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-
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using (VG-10) penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
25805
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-
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, using bitumen (VG-10) as per Technical Specification Clause 510
25805
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-
Brick lining on both side of the road M--150 bricks 7.00 Cm wide and 11.00 Cm Deep laid with mud mortar including labour and supply of bricks finish to the required template and in proper alignment including all complete as per PWS SI no. 765
6.67
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Laying M-150 brick soling layer on prepared sub-grade with brick on edge 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 rolling.
2805
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges,
648.56
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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.
649.61
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Cement Concrete M 10 ( 1:3:6)
150.87
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Brick Work in 1:4 Cement coarse sand mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
328.82
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Brick masonry work (1:3) in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
79.44
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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
1135.65
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (P.C.C. M 20 (1:2:4) in Bottom)
31.48
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C. M 20 - (1:2:4) in Slab
31.68
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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 (M.S. OR IRON WORK IN R.C.C. @ 1% OF R.C.C.)
42.47
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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
80
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Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)
12.11
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Pointing with cement coarse sand and mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
60.35
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row 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. Laying & jointing 350mm dia NP3 HP
60
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Provision for water arrangement for 350 mm dia
8
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Finishing wall with water proff cement paint of approved make and quality on new work with two coat to give and even shade including supply of all materials, labour, Tools & plant etc. required for proper completion the work.
59.43
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (R.C.C. M 25 )
11.21
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-
Reinforced cement concrete M15 grade kilometer 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. 1. 5th Kilometer Stone (precast)
2
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2. Ordinary Kilometer Stone (Precast)
7
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3. 200 m stone (precast)
31
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Aluminum sheeting fixed with encapsulated lens type reflective shuting of size including lettering and sign asper applicable top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides.
2
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Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. Retro Reflective Traffic Signs (600mm X 600mm rectangular) With Village Name Plate of size 900x150 mm) Direction and place identification.
6
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Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. Retro Reflective Traffic Signs (600mm X 600mm rectangular) With Village Name Plate of size 900x150 mm) Direction and place identification.
6
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Retro Reflective Traffic Signs (600mm equilateral triangle) for Curve and Junctions.
28
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Retro Reflective Traffic Signs (600mm Circular) for Speed Limit.
7
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-
Retro Reflective Traffic Signs ( 900 X 900 equilateral triangle) For School
3
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-
Providing and fixing of typical PMGSY Citizen information board of Aluminum sheeting fixed with encapsulated lens type reflective shuting of size including lettering and sign asper applicable . welded with M.S. flat 50mmX5mm size on 75mmX75mm MS squre tube of 12 SWG main frame. Vertical posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing.
3
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-
with Hot applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied tehermoplastic 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 as per IRC:35. The finishied surface to be level, uniform and free from streaks and holes Rates are inclusive of all taxes. royalty etc. all T&P / mechine material and labour required for proper completion of work.
24
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Provision of 6 nos. rumble strips ( 1 Set) covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at I m cente-to-center at approved locations to control speed, marked with white strips of road marking paint.
20
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Supply and installation of delineators (road way indicator, hazard markes, object markes) 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 reflectorized panels at the tip, burried or pressed into the ground and conforming to IRC-79 and the drawing.
120
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