Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Road Construction
Eprocure
Opening Date11 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 17,84,90,077
Costs
EMD
₹ 35,69,802Document Cost
₹ 18,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137174_1Bid Award Id
ViewTender No
MG03III0502Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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
5725.55
219
-
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
52367
19
-
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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
29924
156
-
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Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W)
4489
238
-
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Construction of granular sub-base two layers of 100 mm thick 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.
7780.24
3257
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
10916.24
4836
-
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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
85582.64
287
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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
85582.64
32
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
85582.64
15
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Road Safety Works : 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
6757
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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 aluminium 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
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a) 600 mm Circular
15
3438
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b) 600 mm Square
7
3681
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c) 900 mm Equilateral Triangle
62
3645
-
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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
6732.9
154
-
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Providing guide post on valley side of formation as per drawing and Technical Specification Clause
300
2434
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Road Furniture Works : 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
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(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
2
38659
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Construction of 5th Kilometre Stone (Precast)
3
5361
-
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Construction of Ordinary Kilometre Stone (Precast) :
20
3090
-
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Construction of 200 Metre Stone (Precast) :
75
867
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Drainage Works : 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
168
359
-
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (1:5)
37.5
7814
-
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Protective Works : Boulder Apron : Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
145.8
3652
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Parapet Wall : Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out construction of shoring and bracing,removal of stumps and other deleterious matter,dressins of sides and bottom and backfilling with approved material including pumping of water,lighting,barricading,protecting etc. complete as per specification of Rural Road.(For ordinary soil upto 3m depth)
624
359
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Providing & laying PCC ( M15) cement concrete in any part of foundation / sub-structure/super structure or bidges/culvert with graded stone chips / gravel /bajree of specify nominal sizes including screening and cleaning of coarse aggregates and sand , cost curing with water including cost and carriage of all materials.
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-
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PCC Coping
1.4
6284
-
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Bellow Foundation Brickwork
10.15
6284
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Brick Masonry work in 1:4 Cement Mortar in foundation complete excluding pointing and plastering as per drawing & technical specifications clauses 600. 1202 & 1203 of specification of Rural Roads and including cost of curing
-
-
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a) For retaining wall base
117
7814
-
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b) For retaining wall base
195
7814
-
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c) For parapet wall
40.5
7814
-
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Retaining 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
200
359
-
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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
PCC (M10)
60
6486
-
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202
and 1204
Stone Masonry in cement mortar (1:5)
296.4
7814
-
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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
80
477
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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
136.8
2648
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Sandy Material
80
3130
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CD Works : 1000 Dia Hume Pipe 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.
211.2
359
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Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
211.53
6284
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Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete. PCC Grade M-20 Nominal
91.78
7704
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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.
11
49998
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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
1571.46
69
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1.5 m Slab Culvert : 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.
359.2
359
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Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
21.01
6284
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PCC M15 for Abuttment and Return Wall
171.17
6825
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Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete. PCC Grade M-20 Nominal
6.3
7704
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Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete. PCC Grade M-20 Nominal
3.6
7704
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Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete. PCC Grade M-20 Nominal
1.44
7704
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Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete. PCC Grade M-20 Nominal
0.77
7704
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Providing concrete plain / reinforced concrete in substructure for height upto 5m complete as per drawings and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204 of Specification of Rural Roads including curing complete. PCC Grade M-20 Nominal
4.5
7704
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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
8737
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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
649.2
75
-
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9
Earth filling (For marshy soil)
69.54
219
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9
Total silver sand filling
26.07
2602
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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
519
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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
519
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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
15.01
246435
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Maintenance for 2nd Year
15.01
269366
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Maintenance for 3rd Year
15.01
349375
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Maintenance for 4th Year
15.01
408037
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Maintenance for 5th Year
15.01
454166
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