Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date28 Nov 2018
Closing Date11 Dec 2018
Tender Amount₹ 2,57,66,588
Costs
EMD
₹ 5,15,332Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CEMEG_69918_3Bid Award Id
ViewTender No
2018-19(II)-MG03/03/10Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
THIS RE-BID NOTICE SHALL REPLACE THE INVITATION FOR BID NOTICE APPEARING IN THE PMGSY TENDERS WEBSITE. THE REPLACED NOTICE IS TO BE TREATED AS CANCELLED.
BOQ Items
Construction of Sub grade and earthen shoulder
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Construction of Sub grade and earthen shoulder with approved materials obtained from borrow pits with all lift and leads, transporting to site , spreading , grading to required slope and compacted to meet requirement of Table 300.2 with leads upto 1000m as per technical specification Clause 303.1
2632.938
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320
Granular Sub-Base:
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-
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base 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.
(i) For Grading Material (Gr-I) GSB
928.575
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2223.2
Water Bound Macadam Sub-base/Base
Providing, laying, spreading and 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
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-
(1) Grading-II (A) By manual Means
1275.685
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3719.11
(1) Grading-III (A) By manual Means
1275.685
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3859.93
Bituminous works
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-
Prime Coat:
(i) 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.
17009.125
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73.43
Tack Coat:
(III) 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.
17009.125
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16.49
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder:
20mm thick open graded Premix carpet using bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate either using penetration grade bitumen or emultion to required line, grade and level to surface wearing course on a prevously prepared base, including mixing in a suitable plan, laying and rolling with a three wheeler 80-100 KN static roller capasity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as perTechnical specification clause.508
Case-II By Mechanical means
Cautionic Bitumen Emulsion
17009.125
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293.75
Seal coat:
Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.
Cautionic Bitumen Emulsion
17009.125
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87.72
Hume Pipe Culvert (NP3)
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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.
81.26
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256
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
3.44
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8397.88
Laying concrete crdle bedding with M15 grade cement concrete as per clause 1105 (i)
2.344
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8129.5
Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.
25.872
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6067.86
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.
6.25
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9254.48
Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8
11.775
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360.77
Filter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600 mm.
5.4
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3063.6
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
22.86
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283.37
Retaining Wall
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Exacavation for Structures: Earthwork in excavation fof 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.
157.875
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256
P.C.C, M10 :- Providing and Laying Plain/Reinforced concrete in open foundation complete as per drawing and Technical specification clause 802, 803, 1202 & 1203.
6.975
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8397.88
STONE MASONARY :- Stone masonary in Cement Mortar in sub structure complete as per drawing & technical specifications clause 702, 704, 1202 & 1203
136.718
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7485.89
Providing and laying Filter media with granular crushed aggragate to a thickness of not less than 600 mm behind retaining wall and breast wall as per specification Clause 1204.3.8 In a width of 600 mm.
59.4
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3063.6
12.3 Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
97.92
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283.37
Back filling behind retainaing wall as per drawing technical specification clause 1204
92.25
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360.77
Providing weephole in brick masonry /stone masonry ,plain /reinforce concrete ,wingwall ,return wall with 100mm dia AC pipe extending through the full width of the structure with slope 1(V):20(H) toward drawing face complete as per drawing and technical specifications.
40
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491
Construction of CC Line Drain M15 (1:3:6)
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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
117.3
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256
11.6 Stone masonary in Cement Mortar in foundation complete as per drawing & technical specifications clause 702, 704, 1202 & 1203
10.005
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6067.86
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
43.47
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8397.88
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
289.8
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283.37
Kilometer Stone: 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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(ii) Ordinary Kilometer Stone (precast)
6
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3318.9
(iii) 200m Stone (precast).
16
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886.84
Boundary Pillars
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
44
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594.74
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) Providing and fixing 'Logo' of PMGSY
1
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36368
(ii) Citizen Informatory Board of PMGSY
1
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36368
(iii) Maintenance Board of PMGSY
1
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36368
Traffic Signs
Retro-reflectorised Traffic Signs
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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(i) 600mm equilateral triangle
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a) Cautionary Sign (Curve Sign)
12
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3003
b) School ahead Sign
1
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3003
(iii) 600mm Circular
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a) Speed Limit and Traffic Control sign
2
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3361
Direction and place identification sign upto 0.900 sqm size board
Retro-reflectorised Traffic Signs
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 450mmx450mmx600mm,600mm below ground level as per approved drawing and technical specifications clause 1701.
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a) Advance Direction Sign
1
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5659
b) Place identification sign
1
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5659
Painting lines,Dashes,Arrows,etc on road in two coats on New work 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
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Centre Line (L=2000mm,B=100mm,spacing=1.0m), Area=1062x0.10x2.0=212.40sqm
409
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113
Cost of transportation of Traffic sign & curve Sign from shillong to Work Site
1
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10000
Maintenance for 5 years
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1st year
4.09
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28987.53
2nd year
4.09
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52177.75
3rd year
4.09
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104355.5
4th year
4.09
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168128.36
5th year
4.09
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226103.67
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