Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date29 Jul 2019
Closing Date22 Aug 2019
Tender Amount₹ 2,73,75,869
Costs
EMD
₹ 5,47,517Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_79515_1Bid Award Id
ViewTender No
MG02/08/21Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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.)
439.5
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320
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Earthwork in excavation for structure
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Earthwork in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
(V) Marshy soil
884.26
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480
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Providing concete for plain/reinforced concrte in open foundation complete as per drawing and technical specifications clause 892,803,1202 & 1203
I P.C.C grade M10
(ii) Nominal mixed 1:3:6 (Hand mixed)
40.69
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7009
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Bedding of pipe Type B (First class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular materials as per clause 1105 (ii)
20.02
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6924
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Providing and laying Reinforced cement concrete pipe NP3 as per design in single row
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 as per Technical specifications Clause 1106.
(B) 1000mm dia
81.25
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10055
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Stone masonry work in cement mortar in foundation complete as per drawing and Technical specifications Clauses 702,704,1202 & 1203
I. Coursed rubble masonry (1st sort)
(ii) In 1:4 cement mortar
678.73
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5954
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Back filling in foundation trenchesas per drawing and Technical specifications Clauses 1108
100.75
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739
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Filter material behind retaining wall/breast wall complete as per specification 1204.3.8 in a width of 600m
149.76
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2632
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Construction of embankment with approved material obtained from borrow pits with a lift of 1.5m transporting to site, spreading, grading to required slope and compacting to make requirement of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5
55.38
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336
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Plastering with cement mortar 1:4, 15mm thick on brick works in sub structure as per technical specification…etc
503.75
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276
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(3) WBM Grading 3
Providing,laying,spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheel wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,stone screening to fill up the interstices of coarse aggregates, watering and compacting to the required density as per Technical Specification Clause 405.
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(A) By Manual Means
2579.4
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3526
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Prime coat
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(iii)High porosity
Providing and applying primer coat with bitumen emulsion (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 Specification Clause 502.
17196
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72
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Tack coat
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(iv) Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 kg/sqm on the prepared bituminous surface treated with primer and cleaned with hydraulic broom as per Technical Specification Clause 503.
17196
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16.44
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20 mm thick open graded premix carpet using bitumen emulsion as per technical specification clause 508.2.
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(i) Bitumen ( S-90 )
17196
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241
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Seal Coat
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type A or Type B or Type C as per Technical Specification Clause 510.
(A) :By Manual means
Case-I Type A
(i) Bitumen ( S-90 )
17196
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89
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Construction fo Subgrade and shoulder
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Construction of Subgrade and Earthen Shoulders 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.
3868.83
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320
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Surface Drains in ordinary rock
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Construction of unlined surface drains of average cross – sectional area 0.40 sqm in ordinary rockl to specified lines, grades, levels and dimensions. Excavated material to be used in embankment at site
Manual Means
4010
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90
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Providing and Fixing 'Logo' of PMGSY Project
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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Main Information Board and Citizens Information Board
2
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36368
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Maintenance Board
1
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36368
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Logo Board
1
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36368
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Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9 sqm supported on mild steel angle iron post 75 mm x75mm x 6mm, 2nos firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm below ground level as per drawing and technical specification clause 1701
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7Nosx1.00x0.90
6.3
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6202
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Painting lines, dashes,arrow etc on roads in two coats on new work with ready mixed road marking paint 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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Edgeline=2x5340.00.0x0.10
1068
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113
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Centreline=1/3x5340.00x0.10
178
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113
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Kilometer Stone
Reinforced cement concrete M 15 grade kilometer stone / local stone of standard design as per IRC : 8 fixing in position including painting and printingas per drawing and technical specification clause 1703
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Ordinary Kilometer Stone (Precast)
5
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2251
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200 m stone (precast)
20
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652
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Five Years Maintenance
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1st Year
5.34
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76591.76
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2nd Year
5.34
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84082.4
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3rd Year
5.34
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92509.36
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4th Year
5.34
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101872.66
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5th Year
5.34
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111985.02
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