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 Soon2 Dec 2024
Tender Amount₹ 5,83,58,016
Costs
EMD
₹ 11,67,160Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137304_1Tender No
MG03III0308Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Providing, laying and spreading soil 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 sub-base/base as per Technical Specification Clause 404.
4122.61
4494
-
Prime Coat:
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-
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High 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.
41226.13
67
-
Tack Coat:
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-
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Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503.
41226.13
16
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Mix Seal Surfacing
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-
-
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
Type A with 25 mm thick
I) Bitumen S-90
41226.13
377
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Road Side Drain
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-
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(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
12769.76
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
3192.44
128
-
Construction of CC Line Drain M15 (1:3:6)
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-
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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 side
7.65
363
-
Providing and laying of dry rubble flooring complete………..etc
0.73
4221
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
(I) PCC Grade M 10
(i) Nominal Mix 1:3:6
2.89
9445
-
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
19.5
359
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Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, etc. and compacting to meet requirement of Table 300.2 with lead upto 1000. (For earthen shoulders)
7560
520
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New NP3 HPC
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-
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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.
I. Ordinary Soil
(i) Upto 3 m depth
97.51
363
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
PCC Grade M10
Nominal Mix (1: 3: 6)
6.88
9445
-
Bedding for Pipe
Type A (Concrete Cradle) Bedding Laying concrete crdle bedding with M15 grade cement concrete as per clause 1105 (i)
4.69
9013
-
Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.
Random Rubble Masonry (ii) In 1 : 4 Cement Mortar
51.74
7470
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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.
1000 mm dia
12.5
8515
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Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8
(I) Excavated material Filter Material for R/W and B/W
23.55
3337
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Filter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600 mm.
8.1
3855
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Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
45.72
359
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Providing and fixing "logo" of PMGSY Project
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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 Informatory Board of PMGSY (As per SOR of 2015-16)
1
39046
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(ii) Title Informatory Board of PMGSY (As per SOR of 2015-16)
1
39046
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(ii) Providing & fixing Logo of PMGSY ((As per SOR of 2015-16) )
6
22080
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(iii)Providing and fixing " MAINTENANCE INFORMATION BOARD"
1
32839
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Providing 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
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-
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i) 5th Kilometer Stone (Precast)
2
5415
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ii)Ordinary Kilometre Stone
9
3121
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iii) 200 Metre Stone
40
876
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Providing and erecting 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 mild steel angle 75mm x 75mm x 6 mm dia. 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 801.
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(ii) 600mm Equilateral triangle School Ahead/Church Ahead/Speed breaker ahead
6
2974
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(ii) 600mm Equilateral triangle Left turn on sharp curve
10
2974
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(ii) 600mm Equilateral triangle Right turn on sharp curve
10
2974
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(iii) Speed limit
3
3438
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(vi) 600mm x 600mm square
20
3718
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Direction and place identification sign upto 0.900 sqm size board
A-2 Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification of retro-reflectorised signs as per IRC-67 made of Encapsulated lense type reflective sheeting vide clause 1701.2.3,fixed over aluminium sheeting, 2.0mm mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI pipe firmly fixed to the ground by mean of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm,600mm below ground level as per approved drawing and technical specifications clause 1701.
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a) Advance Direction Sign
5
5552
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b) Place identification sign
3
5552
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Painting lines,Dashes,Arrows,etc on road in two coats on New work
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-
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Painting lines,Dashes,Arrows,etc on road in two coats on New work with ready mixed road marking paints 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 (L=10000mm, B=100mm), Area=10000x0.100=sqm
272.73
156
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Good and Service Tax (18%)
0.18
-
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Five Years Maintenance
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-
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Maintenance for 1st Year
10
53720
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Maintenance for 2nd Year
10
80580
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Maintenance for 3rd Year
10
107440
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Maintenance for 4th Year
10
134300
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Maintenance for 5th Year
10
161160
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