Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date27 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 4,39,06,585
Costs
EMD
₹ 8,78,132Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_76891_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/03/04/02Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Prime Coat
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(i) Low Porosity
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6-0.9 kg/sqm using mechanical means as per Technical Specification
19687.5
-
34.66
Tack Coat
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-
-
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
19687.5
-
16.37
Premix Carpet
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-
-
OGPC - Providing, laying and rolling of 20 mm thick Open Graded Premix Carpet using Bitumen Emulsion (cold mix) as per Technical Specification Clause 508.2 composed of 13.2 mm to 5.6 mm aggregates to required line, grade and level to serve as wearing course on a previously prepared base, including mixing, 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.
19687.5
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256.79
Seal Coat
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-
-
Case-II(Type-B)
Polymer Modified Bitumen
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
19687.5
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89.7
Construction of Earthern Shoulder
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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 1000m….(For earthen shoulders)
3150
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320
Construction of CC Line Drain M15 (1:3:6)
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-
-
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 side
I. Ordinary Soil
(i) Upto 3 m depth
1675.35
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256
Stone masonary in Cement Mortar in foundation complete as per drawing & technical specifications clause 702, 704, 1202 & 1203
III.Random rubble Masonary
(ii) In 1 : 4 Cement Mortar
158.78
-
6309.58
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203.
I.PCC M10
(I) Nominal Mix 1:3:6
632.36
-
7861.08
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
4270.5
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285.08
Retaining Wall
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-
-
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
180
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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.
PCC Grade M10
Nominal Mix (1: 3: 6)
13.8
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7861.08
Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.
I.Coursed Rubble Massonary
(ii) In 1 : 5 Cement Mortar
In RW & BW:
512.46
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6408.3
G/Wall
18
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6408.3
Providing and laying filter media with granular crushed aggregate to a thickness of not less than 600 behind retaining wall and breast wall as per specification Clause 1204.3.8 In a width of 600 mm.
In RW
180
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3192
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
G/Wall
104.4
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285.08
Hume Pipe Culvert
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-
-
Replacing existing damaged NP2 HPC with New NP3 HPC
Dismantling of Structures: Dismantling of existing structures like culverts, bridges, retaining wall and other structure comprising of masonry……..clause (i) Manual means (B) Cement concrete
35.77
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524
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
146.27
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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.
PCC Grade M10
Nominal Mix (1: 3: 6)
10.32
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7861.08
Bedding for Pipe
Type A (Concrete Cradle) Bedding
Laying concrete crdle bedding with M15 grade cement concrete as per clause 1105 (i)
7.02
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7578.4
Stone Masonry Works in cement mortar in foundation complete as per drawing and technical specification Clauses 702,703,1202 & 1203.
I.Coursed Rubble Massonary
(ii) In 1 : 5 Cement Mortar
77.61
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6408.3
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.
(B)1000 mm dia
18.75
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8091
Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8
(I) Sand Filling
35.34
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2485.2
Filter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600 mm.
12.15
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3192
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
68.58
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285.08
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. 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) Citizen Informatory Board of PMGSY (As per SOR of 2015-16)
1
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36368
(ii) Title Informatory Board of PMGSY (As per SOR of 2015-16)
1
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36368
(ii) Providing & fixing Logo of PMGSY ((As per SOR of 2015-16) )
4
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13000
(ii) Maintenance Board
1
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36368
Kilomter 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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-
-
ii)Ordinary Kilometre Stone(precast)
6
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2842
iii) 200 Metre Stone
20
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799
Traffic Signs
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 Left turn on sharp curve
15
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3003
(ii) 600mm Equilateral triangle Right turn on sharp curve
18
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3003
Direction and place identification sign upto 0.900 sqm size board
(ii) 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
1
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4580
b) Place identification sign
1
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4580
Cost of transportation of Traffic sign & curve Sign from shillong to Work Site
1
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5000
Maintenance
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Ist Year
5
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34758
IInd Year
5
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62564
IIIrd Year
5
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125129
IVth Year
5
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201596
Vth Year
5
-
271112
VIth Year Renewal Plan
5
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1223400
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