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 Date9 Dec 2024
Tender Amount₹ 8,27,86,005
Costs
EMD
₹ 16,55,720Document Cost
₹ 9,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137172_1Bid Award Id
ViewTender No
MG03III0307Tender 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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Construction of Sub grade and earthen shoulder
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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 1000 m as per Technical Specification Clause 303.1.
1410.75
520
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Scarifying Existing Bituminous Surface
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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.
19974.94
20
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Water Bound Macadam Sub-base/Base
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compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405
Hand Broken matel from blasted boulder
Using Stone Screening:
1780.97
5484
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CEMENT TREATED BASE
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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.
1312.5
5175
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Prime Coat:
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(iii) 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 1.2-1.5 Kg/sqm using mechanical means as per technical Clause 502. (Excluding Loading,Unloading, VAT and labour Cess)
20746.19
69
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Tack Coat:
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(III) Providing and applying tack coat with bitumen emultion (RS-1) Using emulsion 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. (Excluding Loading,Unloading, VAT and labour Cess
27772.38
16
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MSS
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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
27772.38
480
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Hume Pipe Culvert (NP3)
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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, dressing of sides and bottom and backfilling with approved material.
372.78
363
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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
7.32
8017
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Laying concrete crdle bedding with M15 grade cement concrete as per clause 1105 (i)
17.9
8160
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clause 1109
176.42
7800
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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.
37.5
8410
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Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108
41.88
476
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Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
119.46
365
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RCC Bridge 15m Span
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Earthwork for excavation of foundation of structures upto 3 m deoth as per drawing and Technical Specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bo
852.45
454
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Drilling holes and laying of dowel bars 20 mm to 25 mm into the rocks not less than 75 cm deep and keeping them protuding above the rock for not less than 45 times the diameter of the bar and properly embedding them into the rock by concreting complete as
60
551
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Supplying fitting and placing HYSD bar reinforcement (Fe 415) in Super-structure completeas per drawing and Technical Specification Clauses 1002, 1010 and 1202.
9.73
77830
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications)
29.55
8078
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Plain/reinforced cement concrete in sub-structure complete as per drawings and Technical Specification clauses 802, 804, 805, 806, 807, 1202 and 1204.(1500, 1700 &2100 MORT&H Specifications)
730.5
10175
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications 802, 1205.4, 1205.5
8.4
10742
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications 802, 1205.4, 1205.5
92.63
10742
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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 pe
30
3160
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
6.19
17229
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Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structural steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, weldi
15
2968
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Stone masonry in cement mortar for sub-structure complete as per drawing and technical specification Clauses 702, 704, 1202 and 1204
613.15
9834
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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
262.57
4579
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Backfilling behind abutment,wing wall and return wall complete as per drawings and Technical Specification Clauses 1204.3.8
I. Granular Materials:
246.77
2098
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Providing weepholes in brick masonry/stone masonry,Plain/reinforced concrete abutments,wingwalls, return walls 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 dra
119
525
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Drainage spout complete as per drawing and technical specification clause 1209
16
2084
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Plastering with Cement mortar (1:3), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
107.07
365
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered / concrete surfaces as per drawing and Technical Specification.
107.07
221
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Providing necessary staging in stages for RCC bridge with hard sawn timber like makri sal of minimum size 120 mm x 100 mm as ballies/props for bottom staging, firmly embedded to the hard strata of the river bed spaced at 600 mm both ways including providi
739.38
505
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Stone Masonry Retaining Walls Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
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Earthwork in excationfor structure
79.5
363
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Plain cement concrete M 10 grade
8.3
8017
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Stone masonry in cement mortar 1:5
155.66
9834
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Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mm
28.8
4579
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Back filling behind retaining wall/breast wal
63
476
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Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
91.08
365
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Stone Masonry Breast Walls
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
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Earthwork in excationfor structure
105.75
363
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Stone masonry in cement mortar 1:5
309.19
9834
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Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
77.5
365
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CC Line Drain M15 (1:3:6) V-Shape
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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
25.65
363
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Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
29.93
8078
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Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
199.5
365
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CC Line Drain M15 (1:3:6) U-Shape
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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
353.7
363
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Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
132.64
8078
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Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
1080.75
365
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CC Cover Line 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 side
14.04
363
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Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
5.85
8078
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification 802, 803, 804, 805, 806, 807, 1202, 1204
3.9
8615
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and specifications Clauses 1002, 1010 and 1202.
0.02
76297
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Road Side Drain
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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.
6307.84
21
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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.
1576.96
45
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Metal Crash Barrier
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 of MORTH Specifications
100
4468
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Kilometre Stones, 200m Stones
Kilometers Stone Reinforce cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position includind painting and printing etc. as per drawing and technical specification clause 1703.
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(i) 5th km stone (precast)
1
6136
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(ii) Ordinary Kilometer Stone (precast)
7
3607
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(iii) 200m Stone (precast).
27
964
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Guard Stone
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RCC M15 grade boundary pillar /local stone of standard design as per IRC 25 fixed in position including finishing and lettering but excluding painting as per drawing and technical specification Clause 1704
100
793
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Providing and fixing 'Logo' of PMGSY: Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specifications and drauing. Three MS plates of 1.6mm thic, top and middle plate will be weided with MS flat iron 25mm x 5mm x size on back on edge.
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(i) Main Informatory Board of PMGSY
1
39046
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(ii) Citizen Informatory Board of PMGSY
1
39046
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(iii) Maintenance Board of PMGSY
1
32839
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(iv) Providing Logo Board of PMGSY
5
4000
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Sign Boards, Traffic Signages etc
(A) Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC-67 made of Encapsulated lense type reflective sheeting vide clause 1701.2.3,fixed over aluminium sheeting,1.5 mm thick supported on GI pipe 50mm dia firmly fixed to the ground by mean of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm,600mm below ground level as per drawing and technical specifications clause 1701.
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Left Hand Curve
20
3888
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Right Hand Curve
20
3888
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T- Intersection left
6
3888
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T - Intersection Right
6
3888
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Men at Work
2
3888
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Speed Breaker
8
3888
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School ahead
4
3888
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Pedestrian Cross
4
3888
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(iii) 600mm Circular
Speed Limit
4
3888
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Direction and place identification sign upto 0.900 sqm size board
Providing anderecting 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 450mmx450mmx 600mm, 600mm below ground level as per approved drawing and technical specifications clause 1701.
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a) Advance Direction Sign
0.81
7212
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b) Place identification sign
1.44
7212
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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
6.6
57348
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Maintenance for 2nd Year
6.6
103227
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Maintenance for 3rd Year
6.6
206454
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Maintenance for 4th Year
6.6
332621
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Maintenance for 5th Year
6.6
447318
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