Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date26 Apr 2021
Closing Date3 May 2021
Tender Amount₹ 1,09,71,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender 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
2021_CERWI_67902_44Bid Award Id
ViewTender No
SERWSCSBD Online - 02/2021-22Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Road-D
720
-
3.35
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Road-E
1380
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3.35
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Providing, laying, spreading and compacting stone aggregate specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber the voids with small stones and hand packing the same to proper camber, applying and brooming requsite type of screening / binding materials filling up interstices of coarse agreegate, watering and compacting to the required density as per clause 404 of MoSRT&H specification for road and bridge work etc all complete including cost, conveyance, royalty and taxes of all materials with all labour and T & P etc complete.
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-
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Road-A
50.9
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1856.35
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Road-B
6.75
-
1720.36
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Road-C
109.57
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1978.74
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Road-D
76.11
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1897.14
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Road-E
141.6
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1937.95
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Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder of 60/70 penetration grade of bitumen laid onprepared surface and rolling with 8-10 tonne smooth wheeled steel roller as per Clause 510 of MoSRT&H Specifications
for Road & Bridge works (4th Revision)
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-
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Road-A
271.5
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73.92
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Road-B
180
-
72.97
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Road-C
590.4
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74.41
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Road-D
383.76
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73.97
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Road-E
605.88
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73.96
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Providing & applying primer coat with Bitumen emulsion on prepaired sueface of granular base including cleaning the road surface and spraying primer @ 0.60kg / sqm using mechanical means as per clause 502 of MoSRT & H specification for road & bridge works etc complete as per direction of EIC.
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-
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Road-A
678.67
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20.36
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Road-B
90
-
20.32
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Road-C
1460.85
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20.36
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Road-D
1014.84
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20.42
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Road-E
1887.96
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20.25
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Providing & applying tack coat with Bitumen emulsion using emulsion pressere distributer @0.20kg / sqm on the prepared bituminous / granular suerface cleaned with mechanical broom as per clause 503 of MoSRT & H specification for road & bridge works.
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-
-
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Road-A
6120
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9.47
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Road-B
4590
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9.46
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Road-C
7125
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9.47
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Road-D
5400
-
9.49
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Road-E
7500
-
9.44
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Providing , laying semi dence bituminious concrete with batch type hot mix plant using crushed aggregates of specified grading, primixed with bituminous binder of 60/70 penitration grade of bitumen, transporting the hot mix to work site, laying with hydrostaic paver finisher with sensor control to the required grade, level on the alignment, rolling with smooth wheeled, vibratory and tandem roller to the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works etc.complete as per direction of EIC.
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-
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Road-A
153
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9434.49
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Road-B
114.75
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9305.04
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Road-C
178.13
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8930.39
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Road-D
135
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8980.4
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Road-E
187.5
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8925.61
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Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area, with all labour, T&P, taxes & cess etc complete as per direction of Engineer-in-charge.
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-
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Road-A
3600
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1.87
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Road-B
2700
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1.87
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Construction of enbankment with approved material obtained from borrow pit with lead and lift transporting to site by mechanical means within lead of 5kms, spreading grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MoSRT&H specification for road and bridge works etc complete as per direction of EIC.
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-
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Road-A
352.13
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128.83
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Road-B
269.1
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128.83
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Road-C
765.66
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128.83
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Road-D
936
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128.83
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Road-E
1038
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128.83
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Finishing Wall with Water Proofing Cement paint Two coat over a coat of cement wash of approved shade on new work including all cost of cement paint etc, Complete.
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-
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Road-A
21
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32.3
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Road-B
52.5
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32.3
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Road-C
63
-
32.3
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Road-D
63
-
32.3
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Road-E
105
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32.3
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Providing, fitting, fixing & writting of Km stone, 200mtr stone & cautinary sign board etc all complete as per direction of EIC.
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KM Stone
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-
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Road -A
3
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1998.9
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Road -B
3
-
1972.22
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Road -C
3
-
2023.48
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Road -D
3
-
2008.62
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Road -E
4
-
2017.69
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200 mtr stone
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-
-
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Road -A
6
-
560.16
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Road -B
5
-
555.41
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Road -C
8
-
564.78
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Road -D
7
-
562.35
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Road -E
10
-
563.32
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Guide Post
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-
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Road -A
15
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747.49
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Road -B
18
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737.98
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per direction of the Engineer in charge.(600 mm square)
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-
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Road -A
5
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1538.41
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Road -B
2
-
1525.92
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Road -C
7
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1549.78
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Road -D
8
-
1542.71
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Road -E
9
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1547.29
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Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, 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. 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 Clause Annexure 300,800,1700 of MORD as per direction of the Engineer in charge
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Road -A
2
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9902.5
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Road -B
2
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9880.78
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Road -C
1
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9922.28
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Road -D
2
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9909.98
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Road -E
2
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9917.95
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Earth work in excavation for foundation of structures in ordinary soil upto 3.0m.depth as per drawing and technical specification clause 1104 including setting out, construction of shoring & bracing, removal of stumps and other deleterious material, dressing of sides and bottm and back filling with approved material and as per direction of Engineer-in charge.
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Road-A
34.68
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184.6
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Road-B
118.51
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184.6
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Road-C
39.82
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184.6
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Road-D
102.69
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184.6
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Road-E
61.29
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184.6
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Filling in foundation trenches with sand as per drawing and technical specification clause 305.3.9 of MORDand as per direction of Engineer in charge(Below wall)
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-
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Road-A
4.08
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342.36
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Road-B
21.03
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342.36
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Road-C
7
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363.69
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Road-D
17
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342.36
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Road-E
10
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342.36
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Providing Plaincement concrete of M15(Hand Mixing) grade in Foundation complete as per drawing and technical specifications Clauses 800 & 1200 of MORD and as per direction of Engineer in charge
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-
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Road-A
7.2
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4258.18
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Road-B
32.55
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4172.86
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Providing Concrete for Plaincement concrete of M15 with c.c (1:2.5:5) in Substructure complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and as per direction of Engineerin charge
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-
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Road-A
41.4
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4361.32
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Road-B
90.41
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4276
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Providing Weep holes in abutments & Wing Walls 8mm X 23mm size including matal spall backing in rear complete, including centering & shuttering if required.
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-
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Road-A
39
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24.85
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Road-B
142
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24.85
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Road-C
42
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104.13
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Road-D
111
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104.14
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Road-E
66
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104.16
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C.C(1:3:6) using 40 mm HG Crusher Broken Metal in luding cost conveyance taxes etc. complete including watering, curing with all labour and T&P required for the work etc. complete.
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-
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In Foundation
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-
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Road-C
6.64
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4335.89
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Road-D
17.12
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4287.58
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Road-E
10.22
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4318.88
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In Sub Structure
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-
-
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Road-C
51.1
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4439.03
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Road-D
112.96
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4390.72
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Road-E
67.42
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4422.02
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