Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Jan 2025
Closing Date17 Feb 2025
Tender Amount₹ 5,14,91,135
Costs
EMD
₹ 10,29,823Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CEMEG_138837_1Tender No
MG02III0306Tender 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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Excavation in Cutting in Soil by manual means with lead upto 50m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
15021
158
-
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Construction of Subgrade and Earthen Shoulders(Relaying). Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W)
1627.28
241
-
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Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. (ii) For Grading II Material
1670.49
3554
-
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Water Bound Macadam Sub-base/base
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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(A) By Manual Means
1480.51
4902
-
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Prime Coat
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
19715.06
32
-
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Tack Coat. 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.
19715.06
16
-
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Mix Seal Surfacing
Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
19715.06
280
-
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ROAD SAFETY WORKS
-
-
-
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Direction and Place Identification signs with size more than 0.9 sqm size board
Retro-reflectorised Traffic Signs
(i) 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, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
6825
-
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Traffic Signs
A. Retro-reflectorised Traffic Signs
(1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
900 mm equilateral triangle
26
3682
-
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600 mm circular
5
3438
-
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600 mm x 600 mm square
3
3718
-
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1502.1
156
-
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ROAD FURNITURE WORKS
-
-
-
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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
Logo Board
2
39046
-
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Kilometre Stone
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
Ordinary Kilometer Stone (Precast)
5
3121
-
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200 m stone (precast)
20
876
-
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Construction of 5th Kilometre Stone (Precast)
1
5415
-
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DRAINAGE WORKS Trapizodial Shaped drain
-
-
-
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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.
168
363
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I. P.C.C grade M 10 (i) Nominal mix 1:3:6
37.5
6616
-
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PROTECTION WORKS
-
-
-
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Retaining Wall
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
250
362
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Plain cement concrete M 10 grade
75
6551
-
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Stone masonry in cement mortar 1:5
370.5
7892
-
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Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall
100
482
-
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Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mm
171
2674
-
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Back filling behind retaining wall/breast wall
100
3161
-
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Breast Wall
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
113.88
362
-
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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 1:3:6
30.6
6616
-
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Stone masonry in cement mortar 1:5
265.08
7892
-
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Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall
60
482
-
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Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mm
12.06
3161
-
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Back filling behind retaining wall/breast wall
94.5
222
-
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CROSS DRAINAGE WORKS
-
-
-
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Hume Pipe
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.
230.4
363
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15
(ii) Nominal mix (1:2.5:5) (Hand mixing)
230.76
6347
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 III. R.C.C grade M 20
For Side Wall
57.6
7782
-
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For Head Wall
12.29
7782
-
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RCC Slab
30.24
7782
-
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Providing and laying reiforcemented cement concrete Pipe NP-3 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cement
morter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD.
90
6750
-
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.71
70424
-
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1.5m Slab Culvert 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
359.2
363
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
21.01
6347
-
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PCC M15 for Abutment and Return Wall
171.17
6825
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Abutment RCC M20 cap
6.3
7782
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Abutment RCC M20 coping
3.6
7782
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
150 mm RCC M20 top coping for return wall
1.44
7782
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Pillar M20
0.77
7782
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Road kerb M20
4.5
7782
-
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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
RCC Slab of M25 1.5 m span 210 mm thickness
6.62
8825
-
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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
Reinforcement for RCC slab (1.25%)
649.2
76
-
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Fillling in foundation trenches as per drawing and technical specification vide Clause 305.3.9 by Earth Filling (Marshy Soil)
69.54
222
-
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Fillling in foundation trenches as per drawing and technical specification vide Clause 305.3.9 by Earth Filling (Marshy Soil)
Sand filling
26.07
2629
-
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Providing weep holes 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
Abutment wall (holes for seepage water)
40
525
-
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Providing weep holes 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
Return wall (holes for seepage water)
32
525
-
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Good and Service Tax (18%)
0.18
-
-
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Five Years Maintenance
-
-
-
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Maintenance for 1st Year
5
235378
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Maintenance for 2nd Year
5
262666
-
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Maintenance for 3rd Year
5
357872
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Maintenance for 4th Year
5
427694
-
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Maintenance for 5th Year
5
482588
-
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