Public Works Department Tender
Know all about the latest MP tenders along with the tender details and downloadable document on BidAssist. Here, on this page, we shall help you search for every MPtender posted on the official website of mptenders.gov.in according to authority, district, etc. Be it an irrigation tender or MP PWD tender, and we will tell you how to bid for these and more.
Public Works Department - PWD Tender
Opening Date6 Jul 2018
Closing Date1 Aug 2018
Tender Amount₹ 1,88,75,000
Costs
EMD
₹ 1,88,750Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
PWD/TENDER NO -56254-1Tender No
PWD/TENDER NO -56254-1Tender Authority
Public Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
c) Beyond 5.0 m depth
24
64152
2673
SOR I.No.12.1A/P.58
Excavation for StructuresEarth work in excavation of foundation of structures as per
drawing and technical specification, including setting out,construction of shoring and bracing, removal of stumps andother deleterious atter, dressing of sides and bottom andbackfilling with approved material. as per relevant clauses ofsection 300 & 2100 in
-
-
-
1. Ordinary soil
-
-
-
B. Mechanical means
-
-
-
i) upto 3 m depth
407.73
21202
52
II Ordinary rock (Not requiring blasting)
-
-
-
B. Mechanical means
-
-
-
i) upto 3 m depth
437.46
28872
66
ii) 3 m to 6 m depth
443.81
46156
104
SOR I.No. 12.2/P. 58
Add extra as follows in the rates of the above items if dewatering is necessary
(i) Ordinary Soil
-
-
-
B) Mechanical Means
-
-
-
i) upto 3 m depth
43.31
1126
26
II Ordinary rock (Not requiring blasting)
-
-
-
B. Mechanical means
-
-
-
i) upto 3 m depth
291.56
9621
33
ii) 3 m to 6 m depth
443.81
34617
78
SOR I.No. 12.3/P. 58
Providing Plain cement concrete M-15 ominal mix infoundation as per relevant clauses of sections 1500, 1700 and2100.
51.71
222299
4299
SOR I.No. 1.30/P. 46
Providing and laying 1.5 m deep in rock and 1.5 m above rock 25mm dia tor steel dowel bar in foundation including drilling 65mm dia bore hole in rock necessary bending, hooking tying reinforcement in position and grouting etc. complete as per drawing and specifications.
-
-
-
SOR I.No. 12.5/P. 59
Providing & Filling Annular Space Around Footing in Rockwith Lean cement concrete M-15 nominal mix in foundationwith crushed stone aggregate 40 mm nominal size and as per
relevant clauses of sections 1500, 1700 and 2100.
109.01
468624
4299
SOR I.No. 12.8(G)/P. 59
Provdiing and laying Plain/Reinforced cement concrete iopen foundation including form work shuttering etc.complete as per drawing and technical specifications and asper relevant clauses of sections 1500, 1700 & 2100 with .
-
-
-
G. RCC Grade M 30
304.64
1625841
5337
C. RCC Grade M 20
270
1356750
5025
SOR I.No. 12.31/P. 62
Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawing andtechnical specifications and as per relevant clauses of section
1600.
46.9
2301671
49081
SOR I.No. 13.6/P. 65
Plain/Reinforced cement concrete in sub-structure complete asper drawing and technical specifications
-
-
-
G. RCC M 30
141.48
848747
5999
SOR I.No. 13.7/P. 65
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per relevant clause of section 1600.
21.22
1038530
48936
SOR I.No. 13.9/P. 65
Providing weep holes in Brick sonry/Plain/Reinforcedconcrete abutment, wing wall/return wall with 100 mm diaAC/PVC pipe, extending through the full width of the structurewith slope of 1V :20H towards drawing foce. Complete as perdrawing and Technical specifications
88.8
15362
173
SOR I.No. 13.10/P. 65
Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical specification and as perrelevant clauses 305 of specifications and as per appendix 6 of
IRC-78.
-
-
-
B) Sandy Material
463.78
941939
2031
SOR I.No. 14.10/P. 69
PCC M15 Grade leveling course below approach slab complete as perdrawing and Technical specification and as per relevant clauses ofsection 1700.
4.72
20768
4397
SOR I.No. 13.13/P. 66
Supplying, fitting and fixing in position true to line and levelelastomeric bearing conforming to IRC: 83 (Part-II) section IXand clause 2005 of MoRTH specifications complete including allaccessories as per drawing and Technical Specifications.
156000
121680
0.78
SOR I.No. 14.11/P. 69
Reinforced cement concrete approach slab (Grade of concrere M 30)including inforcement and formwork complete as per drawing andTechnical specification and as per relevant clauses of section 1500,1600, 1700 and clause 2704 of specifications.
25.2
200844
7970
SOR I.No. 14.1/P. 68
Furnishing and Placing Reinforced/Prestressed cement concrete insuper-structure as per drawing and Technical Specification and as per
relevant clauses of sections 1500, 1700 and 2300 in
-
-
-
C) RCC Grade M 30
424.23
2739697
6458
SOR I.No. 14.2/P. 68
Supplying, fitting and placing HYSD bar einforcement in superstructurecomplete as per drawing and technical specifications as per
relevant clauses of section 1600
84.85
4244706
50028
SOR I.No. 14.4/P. 68
Providing and laying Cement concrete wearing coat M-30 gradeincluding reinforcement complete as per drawing and echnicalSpecifications and as per relevant clauses of sections 1500, 1700 and
Clause 2702 of specifications..
47.81
522686
10932
19)SOR I.No. 14.27/P. 71
Providing and fixing and erecting 40mm dia steel pipe (mediumweight) railing in 3 rows on steel channel ISMC-100mmx50mm and0.95 in height and fixed at 1.8m. center to center and duly painted etc.complete as per standard drawing No.STD-33R, dtd.11.05.1987 of
MP Rajya Setu Nirman Nigam Bhopal.
164.9
196561
1192
SOR I.No. 14.16/P. 69
Filler joint
(i) Providing & fixing 2 mm thick corrugated copper plate inexpansion joint complete as per drawing & Technical
Specification.
50.4
172922
3431
(ii) Providing & fixing 20 mm thick compressible fibre boardin expansion joint complete as per drawing & TechnicalSpecification.
128.16
48316
377
SOR I.No. 14.23/P. 71
Testing of span of bridge for deflection due to live load withplatforms for loading rrangements apparatus for meaurementincluding unloading etc. complete as per approved drawing..
77
62755
815
SOR I.No. 14.25/P. 71
Providing and fixing in position Marble Plates of size 0.9 m. x 1.2 m.with inscribed details as per detailed drawings.
2
2738
1369
SOR P-19/ I-3.3
-
-
-
Excavation in Soil using Hydraulic Excavator and Tippers withdisposal upto 1000 metres.Excavation for roadwork in soil with hydraulic excavator includingcutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, dtransporting to the mbankment location with all lifts and lead upto1000m as per relevent clauses of section-300 of specification.
-
-
-
SOR P-20/ I-3.10
-
-
-
Embankment Construction with Material Obtained fromBorrow PitsConstruction of embankment with approved material having CBR7obtained from borrow pits with all lifts and leads, transporting to site,spreading, grading to required slope and compacting to meetrequirement of table 300-1, 300-2 and as per relevent clauses ofsection-0.Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR5 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.
-
-
-
SOR P-23 / I-4.1
-
-
-
Granular Sub-base with Well Graded Material (CBR30 or more)(Table:- 400-1 & Table 400-2)Construction of granular sub-base by providing well gradedmaterial like natural sand crushed gravel or crushed stonehaving CBR 30, spreading in uniform layers with motor graderon prepared surface, mixing by mix in place method withrotavator or plant mix method at OMC, and ompacting withvibratory rollers of 80 to 100 kN static weight to achieve thedesired density, complete as per Clause 401 of Specification.
-
-
-
SOR P- 34/ I-6.1
-
-
-
Dry Lean Cement Concrete Sub- base
Construction of dry lean cement concrete Sub- base over aprepared sub-grade with coarse and fine aggregate conforming to
IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradation
after blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be lessthan 10 Mpa at 7 days, mixed in a batching plant, transported tosite, laid with a paver with electronic sensor, compacting with 8-
10 tonnes vibratory roller, finishing and curing as per clause 601of specification complete in all respect.
-
-
-
SOR P-34 / I-6.2
-
-
-
Deduct from Item No.6.1 above if paver with electronic sensor, vibratory roller are not used and laying, compaction is done by any other method
-
-
-
SOR P-34 / I-6.4
-
-
-
Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement
concrete pavement M-30 grade concrete over a prepared sub basewith cement , coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed ina batching and mixing plant as per approved mix design,
transported to site, laid with a fixed form or slip form paver,spread, compacted and finished in a continuous operation
including provision of contraction, expansion, construction andlongitudinal joints, joint filler, separation membrane, sealantprimer, joint sealant, debonding strip, admixtures as approved,curing compound, finishing to lines and grades as per drawing asper IRC 15 2011 and as per relevant clauses of section 602 ofspecifications complete but excluding cost of steel in dowel barand tie rods etc.Cement Concrete PavementConstruction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as
per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.
-
-
-
SOR P-35 / I-6.5
-
-
-
Deduct from Item No.6.3 & 6.4 above if paver with electronic sensor is not used and laying, compaction is done by any other method
-
-
-
SOR P- 36/ I-6.12
-
-
-
Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete
required as per design.
-
-
-
i) Mild steel
0.21
8270
39259
ii) Tor steel
0.11
4417
39259
SOR P- 25/ I-4.13
-
-
-
Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of
400.
-
-
-
B Hard Shoulders (CBR value 12)
247.5
44798
181
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements