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₹ 6,09,32,842
Costs
EMD
₹ 12,18,657Document Cost
₹ 7,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137195_1Tender No
MG02III0601Tender 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
Water Bound Macadam Sub-base/Base: 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.
(A) By mixing in place method. (ii) For Grading II Material (3) Grading-3 (A) By manual Means
3253.64
4386
-
Prime Coat:Low porosity
Providing and applying primer coat with bitumen emultion (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 Clause 502.
21690.92
33
-
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(I) Bitumen (S-90) Type A
21690.92
331
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.
2112.08
520
-
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
5415
-
ii) Ordinary Kilometer Stone (Precast)
6
3121
-
iii) 200 m stone (precast)
22
876
-
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 Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm belowg round level as per drawings and Technical Specification Clause 801
-
-
-
(ii)600 mm equilateral triangle
13
3200
-
iii)600 mm circular
16
3651
-
Providing and fixing 'Logo' of PMGSY: 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. epoxy paint as per drawing Clause 1701 and Annexure 1700.1
-
-
-
(i) Citizen Informatory Board of PMGSY
1
39046
-
(ii) Providing & fixing Logo of PMGSY
3
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
(i) Maintenance board of PMGSY
1
32839
-
UNLINED SURFACE DRAIN (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.
1709.14
212
-
LINE DRAIN
-
-
-
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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (i). Ordinary soil
898.73
363
-
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
282.63
3976
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
442.78
7254
-
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
(A) In 1:4 cement mortar... (in Guard wall)
64.55
7277
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
3231.92
357
-
Painting on Concrete/Steel Surface with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after thorough cleaning of surface to give an even shade as per drawing and Technical specification Clause 1701.
265.2
174
-
(ii) Excavation in Soil with Dozer with lead upto 100 m
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
38667.19
61
-
(ii)Excavation in Ordinary Rock with Dozer with lead upto 100 m
Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
8808.29
68
-
(SOR for Road&Bridge) other then NH:-Construction of speed breaker by providing BUSG of 75 mm nominal thickness along with 20 mm thick premix carpet and seal coat including painting lines and dashes with two coats on new works with readymix road marking paint conforming to IS 164 on bituminous surface complete as directed
15
4118
-
CROSS DRAINAGE WORK/SLAB CULVERT
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
374.67
363
-
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
19.01
3976
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.(ii) Nominal mix 1:3.6 (Hand mixing)
16.45
7254
-
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
(A) In 1:4 cement mortar
Rate as per item No.11.6 (II) (ii) Chapter 11
Stone for C.R. masonry 1st sort
Cement mortar 1:4 (Rate as in item 11.5 II)
242.59
7277
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
11.91
9606
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.93
76218
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
210.6
357
-
HPC 5nos. Of 7.5m width
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
361.52
363
-
Bedding for Pipe
(i) Type A (Concrete Cradle) Bedding
Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
(i) Nominal mix (1:2.5:5)
21.85
7627
-
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
14.13
3976
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.(ii) Nominal mix 1:3.6 (Hand mixing)
13.2
7254
-
Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
(A) In 1:4 cement mortar
Rate as per item No.11.6 (II) (ii) Chapter 11
Stone for C.R. masonry 1st sort
Cement mortar 1:4 (Rate as in item 11.5 II)
179.63
7277
-
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.
37.5
8374
-
Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m.
39.08
3650
-
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
33.31
3163
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
135.6
357
-
Retaining wall
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
609.09
363
-
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
34.52
3976
-
Stone Masonry Work in cement mortar for substructure complete as per drawing and technical specification Clause 702,704,1202 and 1204
(iii) In 1:5 cement mortar
448.18
9318
-
Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 m.
71.82
3650
-
Slab Drain
-
-
-
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
37.14
363
-
14.8:Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
3.71
3976
-
Stone Masonry Work in cement mortar for substructure complete as per drawing and technical specification Clause 702,704,1202 and 1204
(iii) In 1:4 cement mortar
14.54
7277
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
2.48
7254
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
2.84
9606
-
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
0.3
76218
-
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
5.7
357
-
Good and Service Tax (18%)
0.18
-
-
Five Years Maintenance
-
-
-
Maintenance for 1st Year
5.63
61164
-
Maintenance for 2nd Year
5.63
100574
-
Maintenance for 3rd Year
5.63
189247
-
Maintenance for 4th Year
5.63
297624
-
Maintenance for 5th Year
5.63
396149
-
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