Pradhan Mantri Gram Sadak Yojana Tender
Download documents of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
27 Mar 2019Closing Date
29 Apr 2019Tender Amount
₹ 2,69,04,345Costs
EMD
₹ 5,38,087Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_76892_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/03/01/05Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-
GEM & Bid Advisory Services
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Documents
BOQ Items
Maintenance of Hume pipe Culverts by way of clearing cleaning erosion repair repair to cracks parapet wall and ----------------------------------etc.
HPC
24
-
1336
Guard Wall
-
-
-
Stone masonry work in cement mortar Sub structure complete as per drawing and Technical Specification Clauses 1109
25.52
-
5759.27
Plastering with cement mortar (1:4), 15 mm thick on brickwork in Sub Structure as per Technical Specification. Clause 613.4 & 1204
259.2
-
283.32
Construction of Step Outlet and catchpit in existing damaged in Hume pipe culvert.
-
-
-
Providing and Laying Plain/reinforced concrete in open foundation complete as per drawing and Technical specification clause 802,803,1202 & 1203
36.75
-
7368.22
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
159.3
-
283.32
Slab Culvert 6.00m Span
-
-
-
Excavation For Structures
(ii) Ordinary Rock not required Blasting
Earthwork in excavation for foundation of structures in ordinary rock 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.
198.08
-
321
Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200
240
-
1200
PCC Grade M10
(i)Nominal Mix (1: 3: 6)
Providing Concrete (M-10) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203
24.32
-
7990.72
PCC Grade M15
(i)Nominal Mix (1: 2.5: 5)
(ii)PCC M 15:-Providing concrete for plain / reinforced concrete (PCC-M15) in open foundation complete as per drawing and technical specifications Clauses 802, 803, 1202 & 1203.
133.95
-
7665.94
PCC Grade M15
(i)Nominal Mix (1: 2.5: 5)
(i) PCC M 15:-Providing concrete for plain / reinforced concrete (PCC-M15) in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 & 1204.
277.83
-
8024.94
(iii) For Design mix RCC M20
(iii)Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete
28.1
-
10837
Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads
1.95
-
80531
Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw
35
-
491
Water Bound Macadam Sub Base/Base
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
(3) Grading-3 (A) By manual Means
1296.42
-
3646.23
Prime Coat
-
-
-
(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
17285.63
-
33.52
Tack Coat
-
-
-
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.
17285.63
-
16.12
Premix Carpet
-
-
-
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.
17285.63
-
235.56
Seal Coat
-
-
-
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
17285.63
-
82.32
Construction of Earthern Shoulder
-
-
-
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)
2761.92
-
320
Construction of CC Line Drain M15 (1:3:6)
-
-
-
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
237.92
-
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
22.55
-
5790
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
89.8
-
7368.22
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
606.45
-
283.32
Hume Pipe Culvert
-
-
-
Replacing existing damaged Slab drians 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
20.25
-
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
-
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
-
7368.22
Bedding for Pipe
Type A (Concrete Cradle) Bedding
Laying concrete crdle bedding with M15 grade cement concrete as per clause 1105 (i)
7.02
-
7662.99
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
-
5759.27
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
-
8091
Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8
(I) Sand Filling
35.34
-
2335.2
Filter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600mm.
12.15
-
2702
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
68.58
-
283.32
Replacing existing Damaged NP2 Hume Pipe 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
143.04
-
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
292.54
-
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)
20.64
-
7368.22
Bedding for Pipe
Type A (Concrete Cradle) Bedding
Laying concrete crdle bedding with M15 grade cement concrete as per clause 1105 (i)
14.04
-
7662.99
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
155.22
-
5759.27
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
37.5
-
8091
Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8
(I) Sand Filling
70.68
-
2335.2
Filter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600 mm.
24.3
-
2702
Plastering with Cement mortar (1:4), 15mm thick onbrick work in substructure ar per technical specification clauses 613.471204
137.16
-
283.32
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
-
-
-
(i) Citizen Informatory Board of PMGSY (As per SOR of 2015-16)
1
-
36368
(ii) Title Informatory Board of PMGSY (As per SOR of 2015-16)
1
-
36368
(ii) Providing & fixing Logo of PMGSY ((As per SOR of 2015-16) )
1
-
36368
(ii) Maintenance Board
1
-
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
-
-
-
ii)Ordinary Kilometre Stone(precast)
5
-
2842
iii) 200 Metre Stone
17
-
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
-
-
-
(ii) 600mm Equilateral triangle Left turn on sharp curve
2
-
3003
(ii) 600mm Equilateral triangle Right turn on sharp curve
2
-
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.
-
-
-
a) Advance Direction Sign
1
-
4580
b) Place identification sign
1
-
4580
Cost of transportation of Traffic sign & curve Sign from shillong to Work Site
1
-
5000
Maintenance
-
-
-
Ist Year
4.39
-
24354
IInd Year
4.39
-
43837
IIIrd Year
4.39
-
87673
IVth Year
4.39
-
141251
Vth Year
4.39
-
189959
VIth Year Renewal Plan
4.39
-
837813.21
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