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 Date11 Nov 2024
Closing Date2 Dec 2024
Tender Amount₹ 7,18,82,327
Costs
EMD
₹ 14,37,647Document Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137147_1Tender No
MG07IIIO0601Tender 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
Cement Treated Soil Base Course
Providing, laying and spreading of Granular Materials including sand and gravel, laterite, kankar, brick aggregate, crushed rock or slag or any combination of these on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of subbase/base as per Technical Specification Clause 404
(A)By Manual Means
3043.29
4449
-
Prime Coat
(iii)High porosity
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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
29995.41
70
-
Mix Seal Surfacing
Providing, laying and rolling of close-graded premix surfacing material of 20 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
29995.41
332
-
Unlined Drains
-
-
-
(i)Surface Drains in Soil
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.
(A)Manual Means
4344
85
-
(ii)Surface Drains in Ordinary Rock
Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
(A)Manual Means
1086
128
-
Lined Drains
-
-
-
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
231
363
-
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
18
8445
-
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
(i)Nominal mix (1:2.5:5)
63
8570
-
Pointing with cement mortar 1:3
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
360
118
-
Breast Wall
-
-
-
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
22.05
362
-
Providing concrete for plain/reinforced concrete (M10) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1:3:6
i)Nominal mix 1:3:6
2.97
8380
-
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
iii)Random rubble masonry
iii)in cement mortar 1:5
35.1
9183
-
Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall 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
12
482
-
Filter material behind retaining wall / breast wall as per Specification Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
II) sandy material
14.69
3837
-
Back filling behind retaining wall/breast wall 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.
13.46
4198
-
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
36
525
-
Retaining Wall
-
-
-
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
357.78
362
-
Providing concrete for plain/reinforced concrete (M10) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 1:3:6
i)Nominal mix 1:3:6
32.45
8380
-
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
iii)Random rubble masonry
iii)in cement mortar 1:5
579.25
9183
-
Pointing with cement mortar 1:3
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
156.6
118
-
Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall 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
110
482
-
Filter material behind retaining wall / breast wall as per Specification Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
II) sandy material
191.45
3837
-
Back filling behind retaining wall/breast wall 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.
175.5
4198
-
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
315
525
-
Cross Draiange Work: Hume Pipe Culvert
-
-
-
Excavation for Structures
Earthwork excavation upto 3.0 m depth in ordinary soil for structures as per drawing and Technical Specifications Clause 305.1 including setting out construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
1370.61
363
-
Bedding for Pipe
(i)Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
25.82
8840
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
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.
(A) 1200 mm Outer Diameter
112.5
16393
-
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
59.31
8445
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
For height upto 5 m
I.P.C.C grade M 15
(i)Nominal mix (1:2.5:5)
70.47
8925
-
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109.
(A) In 1:4 cement mortar
509.43
7170
-
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
95.85
727
-
Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615
162
482
-
Stone masonry in cement mortar 1:5
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
III)Random rubble masonry
iii)In cement mortar (1:5
32.4
9183
-
Pointing with cement mortar 1:3
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
381.24
118
-
Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mm
195.94
3837
-
Cross Draiange Work: Minor Bridge
-
-
-
Excavation for Structures
Earthwork excavation upto 3.0 m depth in ordinary soil for structures as per drawing and Technical Specifications Clause 305.1 including setting out construction of shorting and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material including pumping out water, lighting, barricading, protecting etc. complete as per Technical Specification of Rural Roads.
I.Ordinary soil
(i)Upto 3 m depth
747.84
363
-
(ii)3 m to 6 m depth
498.56
431
-
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
68.85
8445
-
II.P.C.C grade M 15
(i)Nominal mix (1:2.5:5)
153.57
8570
-
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
1.27
76581
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
For height upto 5 m
I.P.C.C grade M 15
(i)Nominal mix (1:2.5:5)
358.33
8925
-
R.C.C grade M 20
14.98
10018
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.26
76750
-
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
300
525
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
II)Sandy material
181.73
4079
-
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
112.39
3838
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
II.R.C.C M 25
64.73
11061
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.41
78283
-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
2.97
16304
-
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
30
2862
-
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
(i)Nominal mix (1:2.5:5)
7.88
8333
-
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
15.75
14414
-
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
15
15464
-
Road Furniture
-
-
-
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
i)5th Kilometre Stone (precast)
1
5810
-
ii)Ordinary Kilometer Stone (Precast)
7
3447
-
iii)200 m stone (precast)
36
961
-
Sign Boards
Traffic Signs
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
43
6785
-
ii)600 mm circular
15
6547
-
Direction and Place Identification signs upto 0.9 sqm size board
A.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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
9
6322
-
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting 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
Edge Line
2142
156
-
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
i)Citizen Information Board
1
39046
-
ii)Title information Board
1
39046
-
iii)Logo Board at starting point
1
39046
-
iv)Logo Board at every 2 Km
4
39046
-
Providing and fixing " MAINTENANCE INFORMATION BOARD"
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. One Single MS Plates of 1.6 mm thick welded with MS angle iron frame of 25mm x 25mm x 5mm 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 leve. 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
32839
-
Rumble Strips
Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.
22.5
332
-
Good and Service Tax (18%)
0.18
-
-
Five Years Maintenance
-
-
-
Maintenance for 1st Year
7.14
151196
-
Maintenance for 2nd Year
7.14
165946
-
Maintenance for 3rd Year
7.14
182541
-
Maintenance for 4th Year
7.14
200980
-
Maintenance for 5th Year
7.14
221262
-
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