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 Date4 Oct 2018
Closing Date27 Oct 2018
Tender Amount₹ 35,08,33,000
Costs
EMD
₹ 17,54,000Document 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 -59885-PACKAGE 20 BTender No
PWD/TENDER NO -59885-PACKAGE 20 BTender 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
Documents
BOQ Items
Ordinary soil
-
-
-
Mechanical Means
-
-
-
Depth upto 3 m
28316.91
1472479
52
Depth 3 m to 6 m
2930.43
172895
59
Above 6 m depth
324.32
23675
73
Ordinary rock (not requiring blasting)
-
-
-
Mechanical Means
-
-
-
3 m to 6 m depth
125.09
13009
104
Above 6 m depth
2702.79
383796
142
add extra as follow in the rates of the above item if dewatering is resorted to
-
-
-
Ordinary soil
-
-
-
Mechanical Means
-
-
-
Upto 3 m. depth
1118.48
87242
78
Beyond 3 m.to 6 m. depth
1207.43
124667
103.25
Above 6 m. depth
603.46
88105
146
Ordinary rock (not requiring blasting)
-
-
-
Mechanical Means
-
-
-
Beyond 3 m.to 6 m. depth
703.77
128086
182
Above 6 m. depth
275.06
78117
284
providing plain cement concrete m-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100
350.51
1506842
4299
provdiing and laying plain/reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .
-
-
-
PCC Grade M15
563.6
2576761
4572
RCC Grade M25
485.32
2583844
5324
RCC Grade M30
3284.4
17528843
5337
providing & filling annular space around footing in rock with lean cement concrete m-15 nominal mix in foundation with crushed stone aggregate 40 mm nominal size and as per relevant clauses of sections 1500, 1700 and 2100
460.91
1981452
4299
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification
-
-
-
Boulder laid dry without wire crates.
631.22
1283270
2033
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing as per section 1200 & 1900.
179.61
8890745
49500
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.
741.28
36383009
49081
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm)as per
specification 1100, 1600 and 1700.
1205.3
15953351
13236
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
837
363258
434
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification and as per relevant clauses of sections 1100, 1500 & 1700.
-
-
-
B RCC Grade M25
332.37
1775521
5342
C RCC Grade M30
754.74
4072577
5396
Levelling course for Pile cap PCC in M-15 below Pile cap as per drawing and as per section 1100 and 1700.
85.53
370580
4333
Taking, exploratory boring 100mm dia at the location of piers and abutments or for high embankments in approaches in all types of strata as per IRC-78-1983 and section 2400 of specifications
-
-
-
Upto 1.0 m below bed level
39
95550
2450
Beyond 1.0 m depth upto 5.0 m
156
399672
2562
Beyond 5.0 m depth
323.27
864101
2673
SUB STRUCTURE
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
PCC Grade M15
95.45
469423
4918
RCC Grade M 25
1500.5
8960968
5972
RCC Grade M 30
2647.14
15880175
5999
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600.
505.22
24723495
48936
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
745
128885
173
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.
-
-
-
Granular material
21059.64
18532483
880
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.
1180.1
1318172
1117
Supplying, fitting and fixing in position true to line and level sliding plate bearing with PTFE surface sliding on stainless steel complete including all accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 & 9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
64
15872
248
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
1473424
1149271
0.78
SUPER STRUCTURE
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in
-
-
-
RCC Grade M 30
3368.63
21754613
6458
RCC Grade M 35
2499.01
16196084
6481
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications as per relevant clauses of section 1600
731.86
36613492
50028
High tensile steel wires/strands including all accessories for stressing,
stressing operations and grouting complete as per drawing and Technical Specifications and as per relevant clauses of section 1800.
138.1
11272224
81626
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications.
678.7
7419581
10932
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical and as per relevant clauses of sections 1500, 1600, 1700 and clause 2703 of specifications (as per MoST specification drawing SD/202 or SD/305)
1153
2222984
1928
Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.
238
284172
1194
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700.
152.64
671158
4397
Reinforced cement concrete approach slab (Grade of concrere M 30) including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications.
84
669480
7970
Filler joint
-
-
-
Providing & fixing 2 mm thick corrugated copper plate inexpansion joint complete as per drawing & Technical
Specification.
120
411720
3431
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.
1418.54
534790
377
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.
84
11592
138
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
796.32
18315
23
Strip Seal Expansion Joint-Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
312
3254472
10431
Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for meaurement including unloading etc. complete as per approved drawing.
639
520785
815
Providing and fixing in position Marble Plates of size 0.9 m. x 1.2 m. with inscribed details as per detailed drawings.
28
38332
1369
Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
717.68
34449
48
Reinforced Cement Concrete Crash Barrier
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.
(i) M 20 grade concrete
180.08
503324
2795
APPROACH ROAD
-
-
-
Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 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.
74780.34
10768368
144
Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.
-
-
-
For 37.5 mm maximum size
3169.25
3007618
949
Wet Mix Macadam 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 in accordance to Table No. 400-12, 400-13 and as per clause of section 406 of specifications.
2740.53
3455802
1261
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.
-
-
-
Earthen Shoulders (CBR value 7)
582.75
87413
150
Hard Shoulders (CBR value 12)
2676.43
484434
181
Prime coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per clause 502 of specifications.
11580.75
370584
32
Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.
-
-
-
@ 0.25 kg per sqm (normal bituminous surfaces)
3797.5
45570
12
@0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer)
7783.25
108966
14
Bituminous Macadam Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications
-
-
-
Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.
-
-
-
for GradingII(19 mm nominal size) bitumen content 3.5%
105
532455
5071
Using Drum Mix Plant of appropriate capacity.
-
-
-
for GradingII(19 mm nominal size) bitumen content 3.5%
213.94
1069461
4999
Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 clause 507 of specification
-
-
-
a) Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control.
-
-
-
(iv) for Grading-II (30-45 mm thickness ) with 60/70 bitumen(VG-30)
197.4
1513861
7669
b) Using Drum Mix Plant of appropriate capacity.
-
-
-
(iv) for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen(VG-30)
190.76
1407024
7376
Dense Graded Bituminous Macadam
Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix 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 clause 505 of specification complete in all respects.
-
-
-
a) Using Batch Mix Plnt of appropriate capacity and Paver finisher Hydraustatic with Sensor.
-
-
-
(ii) for GradingII(19 mm nominal size)
177.64
1179496
6640
b) Using Drum Mix Plant of appropriate capacity.
-
-
-
(ii) for GradingII(19 mm nominal size)
54.85
359651
6557
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic 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 finished surface to be level, uniform and free from streaks and holes all complete as per clause 803 of specifications.
126.02
65028
516
Retro- reflectorised Traffic signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2010 made of high intensity Micro-Prismatic Grade Sheeting (TypeIV) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in
accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts.
-
-
-
iv) 80 mm x 60 mm rectangular
2
7856
3928
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. as per relevant clauses of section 300 & 2100 in
-
-
-
Ordinary soil
-
-
-
Mechanical Means
-
-
-
Depth upto 3 m
837.63
43557
52
provdiing and laying plain/reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .
-
-
-
PCC Grade M-15
869.4
3974897
4572
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
-
-
-
Stone/Boulder
1944
3952152
2033
Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
1073.4
5006338
4664
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
1434.94
1815199
1265
providing plain cement concrete m-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100
179.33
770918
4299
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC/PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
286
49478
173
Direction and Place Identification signs with size more than 0.9 sqm size board.
(Providing and erecting direction and place identification retroreflectorised sign asper IRC:67 made of high intensity Micro- Prismatic Grade Sheeting (Type XI) vide clause 801.3.3 fixed over Aluminium composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 on both side, the ACM shall conform to Table 800-1 of specification and High Intensity Micro Prismatck Grade Sheeting shall conform to Table 800-3 of specification. The printing on the high intensity grade sheeting shall conform to Clause 801.3.7 with water based latex optimized transparent ink as specified by the sheeting manufacturer, supported on composite sign post of size 75mmx33.55mmx34.99 mm (5mm thick) made of Aluminium composite material in accordance to IRC 67-2010 fixed to ground by means of properly designed foundation with M15 grade concrete 450x450x600mm. The ACM sheet shall be fixed to the post with minimum two number breakaway bolts.
6
69618
11603
Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
148.95
7150
48
Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
624
279552
448
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.
-
-
1117
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements