Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Apr 2019
Closing Date3 May 2019
Tender Amount₹ 1,85,08,173
Costs
EMD
₹ 3,70,163Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77616_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/06/06/22Tender 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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Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902
663.54
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975
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Maintenance of Earthen shoulder (filling with fresh selected soil)
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-
-
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903
5136
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134
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
864
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100
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Surface Drain in soil
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-
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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.
2091
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24
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Compacting original ground supporting subgrade
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-
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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.
2597.96
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73
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SUB-BASE & BASE COURSE ( NON-BITUMINOUS)
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-
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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.
169.81
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2306
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Water Bound Macadam Sub-base/base
2).WBM Grading 2
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.
(A).By Manual Means
186.38
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3391.21
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Water Bound Macadam Sub-base/base
3).WBM Grading 3 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.
(A).By Manual Means
673.5
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3365.26
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Scarifying existing Bituminous Surface to a depth of 150 mm by Mechanical Means
4310.1
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16
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BITUMINOUS SURFACE COURSE
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-
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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.
6719.91
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52.1
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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.
6719.91
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16.57
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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 (Cold Mix)
6719.91
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225.93
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Seal Coat
(II) Providing and laying seal coat using Bitumen Emulsion (COLD MIX)
Type C
6719.91
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75.57
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TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES
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Traffic sign
B. Semi Reflective Traffic Signs
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 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 as per Clause 1701.3.9 of MORD 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 approved drawing Clause 1701.2.2
I) 900 mm equilateral triangle
26
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3030.77
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III)600 mm circular
8
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6963.69
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Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local specification Clause 1703
ii) Ondinary kilometer stone ( Precast)
3
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3096.02
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iii) 200 mile stone ( precast )
8
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852.99
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Providing and Fixing 'Logo' of PMGSY Project
Providing and fixing of typical PMGSY 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 1701 and Annexure 1700.1
2
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36710.3
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White washing of Parapet walls of CD work and tree Truncks
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-
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per techinical specifications Clause 1915
7.5
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20
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R.C.C. SLAB CULVERTS (1.5m SPAN = 7 Nos)
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-
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Foundation
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-
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Excavation for Structures
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 3 m depth
2041.2
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256
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Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202,1203.
(i) Nominal Mix 1:3:6
II) PCC grade M 15
63
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7436.17
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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)
308.28
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6393.67
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Substructure
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-
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Plain/reinforced cement concrete in substructure for Abutment/Pier Cap & Durtwall complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204 - upto 5m height
(II) PCC Grade M 20
18.83
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8874.73
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Random rubble masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204
(III) In 1:4 Cement Mortar
149.66
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7536.44
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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 Cl. 614,709, 1204.3.7 of Specification of Rural Roads including curing complete .
280
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492.55
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Providing and laying filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in Clause 2504.2.2 of MoRTH specifications to a thiockness 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
95.83
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2979.36
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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
5.88
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559.8
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
(II) Sandy Material
349.44
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2403.72
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Superstructure
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-
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
(I) RCC Grade M 25 - Upto 5 m height
21.28
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10581.51
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.86
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82748.9
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Drainage spouts complete as per drawing and technical specifications Clause 1209
28
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1450
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Maintenance
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-
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Maintenance for 1st yr
1.86
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157552.69
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Maintenance for 2nd yr
1.86
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193564.52
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Maintenance for 3rd yr
1.86
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259612.37
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Maintenance for 4th yr
1.86
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305636.02
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Maintenance for 5th yr
1.86
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351660.22
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Maintenance for 6th yr Renewal Plan
1.86
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1327419.35
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