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 Date18 Apr 2022
Closing Date12 May 2022
Tender Amount₹ 3,81,75,000
Costs
EMD
₹ 7,64,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPRRD_116855_1Bid Award Id
ViewTender No
UP54151Tender 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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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 as per Technical Specification Clause 301.5
9631.23
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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 For Carted Earth
436.65
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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
515.03
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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 as per Technical Specification Clause 303.1.
3635.73
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.
877.37
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Providing, laying, spreading and compacting stone aggregates of (63 mm to 45 mm) sizes to water bound macadam 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 2 as per Technical Specification Clause 405.
2095.26
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Providing, laying, spreading and compacting stone aggregates of (53 mm to 22.4 mm )sizes to water bound macadam 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. Deduct -5 mtr length for RCC culvert slab portion
1259.49
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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 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502
17669.3
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Pre-coating of chips with 1 per cent of paving bitumen by weight of chips in a suitable mixer duly heated to 160 degree C as per Technical Specification Clause 507.2.5
459.4
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Surface Dressing
Providing and laying surface dressing as wearing course in single coat using precoated crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller:-19 mm nominal chipping size
17669.3
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Surface Dressing
Providing and laying surface dressing as wearing course in single coat using precoated crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller13 mm nominal size chipping
17669.3
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Supply & fixing 80 mm thick Precast cement concrete I-shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200×(160+120mm) of O.P. cement. Smooth high gloss finish, skid reditant manufactured from rubber moulds throgh vibro-compression machanism. The Compressive strength of concrete paver block shall not be less than 30 MPA (M-30) and wight 5 kg per no confirming to IS: 15658-2006 with a 4 cm thick layer of fine sand including cost of material labour, T&P taxes etc. required for proper completion of the work as directed by Engineer-in-charge. (1) Grey color.
3712.5
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Brick edging on both sides of road in Ist class brick 8cm (3") Cm (4½") deep laid with mud mortar including labour and supply of bricks finished to required template proper alignment and also including dressing and ramming the excavated earth as directed by Eng.-in-charge.
4.35
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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
383.63
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Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703 (200 m Stone (Precast) 1×
20
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Reinforced cement concrete M15 grade Km Stone/Local stone of standerd 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×
6
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Reinforced cement concrete M15 grade Km Stone/Local stone of standerd design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical Specification Clause 1703 (5th Kilometer Stone (Precast) 1×
1
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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
4
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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
2
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Providing and fixing of reflective Citizen information sign board with a corrosion resitant 4mm 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
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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
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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 dia GI Pipe 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
18
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Road Markers/Road Stud with Lens Reflector
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
105
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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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
927.4
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. use with naturally gravel RBM
71
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 with 1:3 cement Mortar.
360.88
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807,1202, & 1204.M20 1:2:4
37.51
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Plastering with cement mortar (1:4), 15 mm thick on brick work in substructure/superstracutre as per technical specification Clauses 613.4,1204,1207.2.2,1208.4
1461.72
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Providing concrete for plain cement concrete in open foundations complete as per drawings and technical specification Clause 802,803,1202 & 1203.M1:3:6
87.04
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Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
6.67
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Providing and laying reinforced cement concrete M 25 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5
8.5
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
8
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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203 with 1:4 cement Mortar
315.45
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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
220
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Providing and Laying reinforced cement concrete pipe NP-3 for culverts on first class bedding of granular material in single row / double row including jointing with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonary works in head wall and parapet clause 1106 (including cost of materials) 450mm dia pipe
30
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Laying (type B first class) bedding on well compacted sand, moorum of approved granular material as per Clause 1105(ii) including cost of materials
8.51
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Cement pointing 1:3 (Cement : Coarse sand) deep variety (cut or weather) on brick work including supply of all material labour T&P etc. as per drawing & MORD Specification no. 613.3&1204.
64.51
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Providing and laying Reinforced cement concrete NP3 pipe 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 masonary works in head walls and parapets Clause 1106. 600mm
10
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Providing water proofing cement paint two coats on abutments and letter writing of span on the culvarts etc including cost of material labour & T&P as direction of Eng-in-Charge (1x1000mm HP Culvert)
1
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Construction of RCC guide posts of 200 mm dia M-15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause at curves, CD and along water bodies.
40
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
113.55
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Printing new letter and figures of any shade with synthetic anamel paint black or any other approved colour to give an even shade as per tech specification clause 1701 (Including cost of material ) (II) English and Roman letters
750
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White Zebra painting line over premix carpet for Rumble Stripps, and edge line along the road carriage way in full road length for both side for road safety purpose. Qty extra for tranfers war marking 7.4 Km. × (29×3.52×0.30).=30.624 Sqm.
1176.18
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MS Reflective Road Delineator Post Supplying and installation of delionators (road way indicators, hazard markers, object marker 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80 ×100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried of pressed into the ground and conforming to IRC:79 and the drawing. (Rate as per PWD SOR).
50
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Brick masonary work in cement mortar in substructure / super structure complete excepting pointing and plastering ,asper drawing and technical specification clauses 600.602.603,604,900,1202.1204&1208.4 in mortar 1:3
29.68
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202
6.54
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Brick on edge floring in 1:4 cement and coarse sand & pointing in 1:2 with cement and coarse sand mortar including supply of material labour T&P etc for proper completion of work asper direction of Engineer incharge
45
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Making and filling expension joints with bitumen filter( Bitumen 40% abstruct 5% and sand 55% ) 12mm wide including supply of all material labour T&P etc. for proper completion of work asper direction Engineer incharge.
2
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finishing of parapit wall with two coats of WPC.paint on both side of face and letter writing of span includinf cost of material labouretc.asper direction of Engg in charge
1
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Providing cost of dewatering including cost of boaring, laying of 4" dia PVC pipe, Hire charges of 7.50 KVA Desiel Pumping set, Hire Charge of PVC pipe & cost of 4" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set.
700
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