Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date3 Apr 2019
Closing Date3 May 2019
Tender Amount₹ 1,73,50,832
Costs
EMD
₹ 3,47,017Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77629_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/06/02Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
5365.25
-
58
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
3146.25
-
69
Construction of unlined surface drains of average cross-sectional area 0.40 sq m in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50m (average lead 25m) as per Technical Specification Clause 307.
875
-
60
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope,verges or other locations shown onthedrawingorasdirectedbytheEngineerincluding preparation of ground, stacking the sods and watering as per Clause 309
4753
-
85
Compaction
-
-
-
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
2079
-
73
GSB
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
(A).By Mix in Place Method
(ii).For Grading II Material
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
1078.86
-
1310
Base
-
-
-
Water Bound Macadam Sub-base/base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming etc.
2).WBM Grading 2
495.02
-
2410
Water Bound Macadam Sub-base/base
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and broomingetc.
3).WBM Grading 3
495.02
-
2696
Bituminous Construction
-
-
-
Prime Coat
ii) Medium porosity
Providing and applying primer coat with bitumen emulsion ( SS-1) on prepared surface of granular base including cleaning of road surface etc.
6600
-
50
Tack Coat
(ii).Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
6600
-
16
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Cold Mix)
6600
-
199
Seal Coat
(II) Providing and laying seal coat using Bitumen Emulsion (COLD MIX)
6600
-
65
(i).Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
Stone
1834.84
-
105
GSB
1380.94
-
53
Binding Materials
79.2
-
53
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
Stone
1834.84
-
53
GSB
1380.94
-
33
Binding Materials
79.2
-
33
Loading and Unloading of Bitumen drum by Manual Means to lead 30.00m
-
-
-
(i). Loading of bitumen drum by manual means to lead 30.00m
29.54
-
169
(ii). Unloading of bitumen drum by manual means to lead 30.00m
29.54
-
157
Haulage excluding Loading & Unloading
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Stone
-
-
-
(i) Kutcha road
6972.39
-
15
(ii) Surface road
170823.6
-
6
GSB
-
-
-
(i) Kutcha road
5523.76
-
15
(ii) Surface road
135332.12
-
6
Binding Materials
-
-
-
(i) Kutcha road
253.44
-
15
(ii) Surface road
6209.28
-
6
Bitumen
-
-
-
(i) Kutcha road
29.54
-
15
(ii) Surface road
8418.9
-
6
Stone Masonry Drain
-
-
-
Earthwork in excavation for foundation of structures upto 3.00 m depth as per drawing and technical specification Clause 1104 including setting out etc. complete
206.66
-
256
Plain cement concrete M 10 ( 1 : 3 : 6 nominal mix ) in levelling course below open foundation of head walls as per drawing & technical specification Clause 1109
78.75
-
6577
Plastering with cement mortar ( 1 : 4) 15 mm thick etc.
525
-
26.7
(i).Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
Stone
54
-
105
Sand
35.27
-
53
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
Stone
54
-
53
Sand
35.27
-
33
Loading and unloading of cement by manual means
-
-
-
(i) Loading of cement by manual maeans including a lead of upto 30.00m
24.73
-
142
(ii) Unloading of cement by manual maeans including a lead of upto 30.00m
24.73
-
142
Haulage excluding Loading & Unloading
-
-
-
Stone
-
-
-
(i) Kutcha road
243
-
15
(ii) Surface road
3888
-
6
Sand
-
-
-
(i) Kutcha road
158.71
-
15
(ii) Surface road
370.32
-
6
Cement
-
-
-
(i) Kutcha road
49.46
-
15
(ii) Surface road
1533.24
-
6
S.O. H.P. Culvert
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
134.11
-
256
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
18.72
-
6341
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
11.11
-
6341
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
162.5
-
3782
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
29.62
-
156
Providing and laying reinforced cement concrete pipe NP3 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 masonry works in head walls and parapets Clause 1106.
25
-
4130
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
69.24
-
267
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
134.11
-
156
(i).Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
Stone
290.84
-
105
Sand
70.3
-
53
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
Stone
290.84
-
53
Sand
70.3
-
33
Loading and unloading of cement by manual means
-
-
-
(i) Loading of cement by manual maeans including a lead of upto 30.00m
23.42
-
142
(ii) Unloading of cement by manual maeans including a lead of upto 30.00m
23.42
-
142
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Stone
-
-
-
(i) Kutcha road
872.51
-
15
(ii) Surface road
18322.61
-
6
Sand
-
-
-
(i) Kutcha road
224.95
-
15
(ii) Surface road
899.79
-
6
Cement
-
-
-
(i) Kutcha road
23.42
-
15
(ii) Surface road
1405.07
-
6
D.O. H.P. Culvert
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
102.74
-
256
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
10
-
6341
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
9.58
-
6341
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
99.35
-
3782
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
19.16
-
156
Providing and laying reinforced cement concrete pipe NP3 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 masonry works in head walls and parapets Clause 1106.
25
-
4130
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
58.86
-
267
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
102.74
-
156
(i).Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
Stone
181.12
-
105
Sand
70.07
-
53
(iii).Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by manual means including a lead upto 30 m
-
-
-
Stone
181.12
-
53
Sand
70.07
-
33
Loading and unloading of cement by manual means
-
-
-
(i) Loading of cement by manual maeans including a lead of upto 30.00m
14.54
-
142
(ii) Unloading of cement by manual maeans including a lead of upto 30.00m
14.54
-
142
Haulage of materials by tipper excluding cost of loading, unloading and stacking.
-
-
-
Stone
-
-
-
(i) Kutcha road
543.37
-
15
(ii) Surface road
11410.66
-
6
Sand
-
-
-
(i) Kutcha road
224.22
-
15
(ii) Surface road
896.88
-
6
Traffic Signs and Other Appurtenance
-
-
-
ProvidingandfixingoftypicalPMGSYinformatorysignboardwithLogoasperMORDspecificationsanddrawing.ThreeMSPlatesof1.6mmthick,topandmiddleplatedulyweldedwithMSflatiron25mmx5msizeonbackonedges.ThelowerplatewillbeweldedwithMSangleironframeof25mmx25mmx5mm.Theangleironframeofthelowermostplateandflatironframeofmiddleplatewillbeweldedto2nos.75mmx75mmof12SWGsheettubespostsdulyembeddedincementconcreteM-15 grade blocks of 450mmx450mm x600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12SWG steel plate tube.All M.S. will best oveenameledon bothsides.Letteringandprintingarrows,borderetc.willbepaintedwithreadymixedsyntheticenamelpaintofsuperiorqualityinrequiredshadeandcolour.Allsectionsofframedpostsandsteeltubewillbepaintedwithprimerandtwocoatsofepoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
-
36368
Providing and fixing PMGSY Citizens' Information Board 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.
1
-
36368
Providing & fixing of retro reflectorised conforming as per Technical Specification Clause 801
12
-
3577
Reinforced cement concrete M 15 grade kilometer stone / local specification Clause 1703
-
-
-
(i) Ordinary Kilometer Stone (Precast)
3
-
2842
(ii) 200 mile stone (Precast)
8
-
799
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per techinical specifications Clause 1915
12
-
20
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, 2mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75mmx75mmx6mm, 2Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mmx450mmx600mm ,600mm below ground level as per approved drawing and Technical Specification Clause 1701
2
-
6202
Maintenance
-
-
-
1st Year
2
-
125850
2nd Year
2
-
188775
3rd Year
2
-
251700
4th Year
2
-
314625
5th Year
2
-
377550
6th Year Renewal Plan
2
-
1131500
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