Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date26 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 2,55,50,258
Costs
EMD
₹ 5,11,005Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_76864_1Bid Award Id
ViewTender No
2018-19(III)-MG/06/05/94Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
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GEM & Bid Advisory Services
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Documents
BOQ Items
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SUB -BASE AND BASE Courses (Non-Bituminous)
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Construction of GSB
Construction of Granular sub-base with locally available graded material,spreading in uniform layers with motor grader on prepeared surface,watering to OMC and compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification/direction of EE.
GSB-Grade 2 materials
283.5
-
1310
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Water Bound Macadam Base:WBM Grading 2. (A) 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
WBM Grading 2 for Base Coarse
177.19
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1814
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Water Bound Macadam Base:WBM Grading 3.
(A) 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
WBM Grading 3 for Base Coarse
1653.74
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2490
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BITUMINOUS WORK
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(I)Prime Coat.
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60-0.90 Kg/sqm using mechanical means as per Technical Specification.
22050
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50
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(ii)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.
22050
-
16
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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion .
22050
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199
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A) Seal Coat Type C.
Bitumen Emulsion
22050
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60
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Loading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means
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-
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Stone
3938.48
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105
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GSB
362.88
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53
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Binding Materials
146.5
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53
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Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means
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-
-
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Stone
3938.48
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53
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GSB
362.88
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33
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Binding Materials
146.5
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33
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Loading and Unloading of Bitumen drum by Manual Means to lead 30.00m
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-
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Loading
98.78
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169
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Unloading
98.78
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157
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Haulage excluding Loading & Unloading
For stone -(Metal)
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-
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Surface Road
210465.85
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6
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Kuttcha Road
4209.32
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15
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Haulage excluding Loading & Unloading
For stone -(Chips)
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-
-
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Surface Road
163689.75
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6
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Kuttcha Road
3273.8
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15
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Haulage excluding Loading & Unloading
For GSB
-
-
-
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Surface Road
15240.96
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6
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Kuttcha Road
725.76
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15
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Haulage excluding Loading & Unloading
For Binding Materials
-
-
-
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Surface Road
3516
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6
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Kuttcha Road
234.4
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15
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DRAINAGE WORKS
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Side Drains
(i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
7850
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24
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TRAFFIC SIGNS AND ROAD APPURTENANCES
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Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionery, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specifications Clause 801
2
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3577
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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
ii) Ordinary Kilometre Stone (Precast)
6
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2842
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iii) 200m Stone (Precast)
22
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799
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Providing and Fixing of Citizen's Information Board. Two nos. MS Plates of 1.6 mm thick sheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontallywith 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly enbedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded verticall to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 welded to vertical tubes. 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 1701 and Annexure 1700.1
1
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36368
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Retaining Wall
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-
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(i) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
153.09
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256
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(ii) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II) Plain cement concrete M15 Grade
22.41
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6341
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(iii) Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
i) Random Rubble Masonry in 1:3 cement mortar
438.7
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6593
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
60
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489
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Plastering with Cement Mortar (1:4) 15 mm thick on stone work/Brick work as per drawing and technical specifications clauses 613.3 & 1204.complete.
95.04
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267
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Filling in foundation trenches as per technical specification complete (ii) Earth filling
26.81
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156
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
60
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491
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Cost of Haulage excluding loading and unloading
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-
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A. Stone,Chips etc
622.5
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342
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B. Sand
193.44
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162
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Loading of Lime,,Stone Boulder,Brick Aggregate.Kankar,Building Rubbish,Crushed slag,stone for Masonery work by mechanical means .
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-
-
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A. Stone,Chips etc
415
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63
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B. Sand
120.9
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33
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Unloading of Lime,,Stone Boulder,Brick Aggregate.Kankar,Building Rubbish,Crushed slag,stone for Masonery work by mechanical means .
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-
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Stone and Sand
535.9
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13
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Breast Wall
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-
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(i) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
84.38
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256
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(ii) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II) Plain cement concrete M15 Grade
14.03
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6341
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(iii) Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
i) Random Rubble Masonry in 1:3 cement mortar
196.88
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6593
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
50
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489
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Plastering with Cement Mortar (1:4) 15 mm thick on stone work/Brick work as per drawing and technical specifications clauses 613.3 & 1204.complete.
45
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267
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
50
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491
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Cost of Haulage excluding loading and unloading
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-
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A. Stone,Chips etc
2409.13
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342
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B. Sand
45.42
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42.7
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Loading of Lime,,Stone Boulder,Brick Aggregate.Kankar,Building Rubbish,Crushed slag,stone for Masonery work by mechanical means .
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-
... More
A. Stone,Chips etc
1784.54
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63
... More
B. Sand
56.77
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33
... More
Unloading of Lime,,Stone Boulder,Brick Aggregate.Kankar,Building Rubbish,Crushed slag,stone for Masonery work by mechanical means .
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-
-
... More
Stone and Sand
1841.32
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13
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SOHP Culvert
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-
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(i) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I. Ordinary Soil (i) Upto 3m depth
93.16
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256
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
(III) Random rubble Masonry 1:4
56.2
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3782
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Beding for Pipe
(I) Type A ( concrete creadel) bedding laying concreat creadel bedding with M15 grade cement concreat as per clause 1105 (i)
1.11
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6341
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Back filling in foundation trenches as per drawing and techinical specification clause 1108
12.5
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156
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Providing and layind Np3 RCC pipe as per design in single row .
B) 1000 mm dia.
6.25
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8091
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Loading and unloading of aggregate by manual means
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-
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(i) loading and unloading of stone and lead up to 30m
69.69
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105
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(ii) loading and unloading of sand and lead up to 30m
18.5
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53
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Haulage excluding loading and unloading
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-
-
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i) Stone
69.69
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335
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ii) Sand
18.5
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155
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Maintenance
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-
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1st Year
5.6
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44642.86
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2nd Year
5.6
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66964.29
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3rd Year
5.6
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89285.71
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4th Year
5.6
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111607.14
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5th Year
5.6
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133928.57
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