Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Construction Of Part Of Khairaghat To Jhulanipur And Patlawa Road Under Indo Nepal Border Road Project In Mahrajganj Distt Ch. 60.100 Km To Ch. 77.80 in Maharajganj, Uttar Pradesh, with an estimated contract value of Rs. 85,70,00,000. The bid opening date for this tender is 15-02-2020 and the last date for bid submission is 17-04-2020. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Public Works Department - PWD Tender
Opening Date15 Feb 2020
Closing DateCancelled
Tender Amount₹ 85,70,00,000
Costs
EMD
₹ 85,70,000Document Cost
₹ 3,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEINB_435553_1Tender No
71/5C/NIVIDA/MAHARAJGANJ DT.3-2-20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://uppwd.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Furnishing & Placing Reinforcement concrete in super structure as per Drg. & MORTH technical specification CL.1500,1600 & 1700 Sr. No.14.1 (M25)
1447.7354
-
11392
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Hm. Stone
36
-
600
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(SECTION 200) SITE CLEARANCE
Clearing Jungle including uprooting or rank vegetation gross, bush, wood trees and sampling of grith upto 30 cm. measured at a hight of 1 M. above ground level & removal of rubbish upto a distance of 50 cm. outside the periphery of area cleared As per MORTH specification NO. 201
473400
-
5
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Providing & laying 18mm thick joint fills (shalitax board) in expension joint complete with all labour & T&P etc. as per direction of E/I.(Damp proof course cement concrete SOR No- 361)
72
-
282
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Removing all type of Hume Pipes and Stacking within a lead of (600 -900mm) metres including Earthwork and Dismantling of Masonry Works.
351
-
240
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Supplying, fitting and placing TMT Bar reinforcement in super structure complete as per drawing and specification Clause 1600
59
-
37800
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Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 percent 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 MoRTH specification clause No. 509
5040
-
11400
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Struck pointing with cement mortar consisting of one part of cement and two parts of fine sand of 1.25 finencess modullous on brick work including raking the joints washing and cleaning and supply of all materials labour and tools and plants required for the proper completion of the work. As per S.I. No. 574.
5178.996
-
175
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Laying Reinforcment cement concret pipe NP-4 /Prestressed concrete pipe n first class Bedding in single row Supply of 1000 mm dia Hume pipe ( NP-4 type)
475
-
17800
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Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means
9225
-
310
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
5171.2106166
-
50
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(SECTION 400) SUB BASE & BASE COURSE
Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401. Grading II
48941.05
-
5100
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Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
1469
-
5950
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20 Qty from DOM.As per pwd SOR Sl. No 280
1578
-
5950
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Supplying, fitting and placing HYSD bar reinforcement(Fe 415) in substructure complete as per MORTH technical specification CL. 1600 Sr. 14.2, and pwd SOR Sl no. 8(f)
132.5628
-
37800
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per pwd SOR Sl. No 574
4032
-
175
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 7.5 cm. thick compacted as per M.O.R.T. &H. specification. no. 406
33210.74
-
5300
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the emb
10530
-
50
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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as g
6600
-
70
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Providing laying and packing brick bats as filter materials behind Box Walls and Wing Walls. Including supply of all materials , labour T&P etc.as per pwd SOR Sl no 1©
257
-
1200
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750 mm thick stone flexible appron as per DRG.No. SD/111(Sheet 4 of 4) ,as per RMR sheet.
849.1
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3200
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Construction of K.C. drain as per Drawaing including cost of material, labour, T&P etc. reqd. for proper completion of the work.
4800
-
1440
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km. Stone
18
-
2300
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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.[As per MORTH-1500, 1700, 2100,Sl 12.8] PCC Grade M-20
1578.98
-
6950
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Construction of embankment with approved material obtained from Sub Grade and shoulder with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
123480
-
200
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Base slab of retaniging wall fumishing and placing M-25 Reinforced cement concrete in super strucure as per drawing and specification clause 1500, 1600&1700
573.75
-
11200
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750 mm thick stone flexible appron as per DRG.No. SD/111(Sheet 4 of 4) Qty from DOM. As per RMR sheet.
849.1
-
3200
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Cement concrete work M15 grade in floor appron as per DRG.No. SD/111(Sheet 4 of 4) As per pwd SOR Sl. No 283
457
-
7725
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150 mm thick flat stone appron in embedded in 300 mm thick concrete (M15), as per pwd SOR Sl.no 283
126.1
-
7725
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P/L of cement concrete wearing coat M30 grade including reinforcement complete as per drawing and MORTH ,Technical Specification clause no. 2702 Sr. No. 14.4
90.554475
-
12000
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Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 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 concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing direction & Place Identification signs.
53
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7900
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Tack Coat Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.35 kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom. as per M.O.R.T. &H. specification. no. 503
126000
-
13.5
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PVC pipe 75/90 mm dia for wheep hole Qty from DOM. As per pwd SOR Sl.No.32
257.93600000000004
-
106
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P/F 100 mm dia drainage spout MS pipe including pipe cast of material,Labour & T & P in Deck Slab as per DRG.No. SD/115(Sheet 3 of 4) Qty from DOM. As per pwd SOR Sl.No.29
26
-
65
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Providing and laying bolder pitching on slopes laid over prepared filter media as per drawing and technical specifications. Qty from DOM. Sl.No.13
225.50399999999996
-
1150
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 710.1.4.of IRC:78 and 2200
86.4
-
1400
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Cement concrete with 4.0 cm. gauge approved stone ballast, approved coarse sand cement in the proportion of 1:3:6 including supply of materials labour and tools plants etc. reqd. for the proper completion of the work as per pwd SI. No. 280
331
-
5950
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Supplying, fitting and placing TMT Bar reinforcement in super structure complete as per drawing and specification Clause 1600 for retainging wall
67.5590625
-
37800
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Construction of 1000 mm dian HPNP-4 culvert
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
3949.755
-
120
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of un
63.9957446
-
510
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(SECTION 500) BITUMINOUS WORK
Prime Coat over WMM.
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. as per M.O.R.T. &H. specification. no. 502
129600
-
40
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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder 4.5 per cent by weight of total 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 MoRTH specification clause No. 507 complete in all respects.Grading II 19mm Nominal.
7560
-
10500
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P/F 75/900 mm dia weep holes in Wing Wall in slop 1:20 as per DRG.No. SD/113(Sheet 1 of 6), as per pwd SOR Sl no 29.
257.93600000000004
-
65
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Ist class brick work in 1:3 cement and fine sand mortar in foundation and plinth. as per MORTH Specification. 1300& 2200 As per pwd SOR Sl. No 307
470.4
-
5060
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Providing and laying pitching on slope laid over prepared filter media as per drawing & technical specification.
225.50399999999996
-
1150
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger si
451.0079999999999
-
1440
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Ist class brick work in 1:3 cement and coarse sand mortar in foundation and plinth. as per MORTH Specification. 1300& 2200
5833
-
5060
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Bituminous wearing coat Type 1 Bituminous concrete laid in singal layer as per (Fifth Revision) MORTH clause 2702.1
60.36965000000001
-
12000
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(SECTION 500) TRAFFIC SAFETY, SIGNS, MARKINGS
Center line & edge line road marking with hot applied thermoplasticc compound with reflecting glass beads on bituminous surface as per M.O.R.T. & H. Specification No. 803
14884
-
600
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc
5th km. Stone
4
-
4500
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(SECTION 300) EARTH WORK
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
527670
-
150
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Providing and fixing Tower bolt used for wearing on approch slab Qty from DOM. Sl.No.14 DSR no-9.62/9.74.1)
72
-
300
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Furnishing and Placing M-25 Reinforced Cement Concrete in super strucure as per drawing and specifications clause 1500,1600&1700
439.0002
-
11200
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P/F 100 mm dia drainage spout MS pipe including pipe cast of material,Labour & T & P in Deck Slab as per DRG.No. SD/115(Sheet 3 of 4) as per pwd SOR Sl no 29.
26
-
65
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Prayagraj, Uttar Pradesh