Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date30 Mar 2019
Closing Date29 Apr 2019
Tender Amount₹ 4,09,05,440
Costs
EMD
₹ 8,18,109Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMEG_77571_1Bid Award Id
ViewTender No
PMGSY II-2018-19(I)-MG/04/02/01Tender 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
Water Bound Macadam Sub-base/Base: WBM Grading 3 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 interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause.405
(3) Grading - 3 (A) By manual Means
1588.49
-
4108.52
CELL FILLED CEMENT CONCRETE PAVEMENT: Construction of plastic cell filled cement concrete pavement, thickness as per design, over a prepared sub base, with 53 grade Ordinary Portland Cement(OPC) or any other type as per Clause 1501.2.4 M30 (Grade), coarse and fine aggregates conforming to IS : 2386, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design (As per IRC:44-2008, laid in approved fixed side formwork (steel channe, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification of Cell filled Concrete Pavement Published by NRRDA
16060
-
1037
Construction of sub-grade and earthen shoulder: 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 shoulder)
2183.95
-
320
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
-
36368
(ii) Title Informatory Board of PMGSY (As per SOR of 2015-16)
1
-
36368
(iii) Providing & fixing Logo of PMGSY (As per SOR of 2015-16)
3
-
36368
Providing and fixing Maintenance Board : Providing and fixing of typical PMGSY Maintenance informatory sign board with logo as per MORD specifications and drawing. One Single MS Plates of 1.6mm thick
welded with MS angle iron frame of 25mm x 25mm x 5mm will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15
grade blocks of 600 mm x 600 mm x 750 mm, 750 mm below ground level. All M.S will be stove enamelled 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
1
-
30840
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
-
-
-
(i) 600mm Equilateral triangle Left turn on sharp curve
10
-
3003
(ii) 600mm Equilateral triangle Right turn on sharp curve
15
-
3003
(iii) 800mmx600 mm rectangular (At Bridge point )
1
-
3913
(iv) 800mmx600 mm rectangular (At School )
1
-
3913
(v) 600mmx450 mm rectangilar (At village link road )
2
-
3323
(vi) 600mm circular (Horn Blowing )
2
-
3361
Kilometre 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 1730
-
-
-
(i) Ordinary Kilometre stone (Precast)
5
-
2842
(ii) 200 m stone (Precast)
20
-
799
Construction of Unlined surface drain: Construction of unlined surface drain of average cross-sectional area 0.40 sqm in soil to the specified lines,grade ,level and dimensions.Excavated materials to be used in embankment with a lift upto 3m and lead upto 50m (average lead 25m)as per Technical Specification Clause 307. (A) Manual means
2960
-
60
Construction of CC Line Drain M10 (1:3:6):
-
-
-
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 (c) Ordinary Rock (not requiring blasting). (i) Upto 3 m depth
1273.5
-
256
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
318.3
-
2728.4
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)
466.9
-
7157.48
Cement plaster 15 mm thick 1:4 on stone masonry
2547
-
279.41
Hume Pipe Culvert - 5 (Five) Nos.
-
-
-
Earthwork in excavation for foundation of structures 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.
314
-
256
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
11.5
-
7157.18
Bedding for pipe
(ii) Type B(First Class) Bedding
Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii)
(i) Sand Filling
11.7
-
7320.35
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
II. In 1:4 cement mortar
125
-
6102.03
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
121
-
279.41
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
31.2
-
8805.6
Backfilling behind abutment, Wingwall and Return wall complete as per drawing and specification Clause 1204.3.8
Above NP3 Pipes for Cushioning
43.55
-
2088
Filter material behind retailing wall and breat wall as per specification Clause 1204.3.8 In a width of 600 mm.
27
-
3212.4
Routine Maintenance:
-
-
-
Maintenance in the 1st year
5.3
-
99646.42
Maintenance in the 2nd year
5.3
-
109611.13
Maintenance in the 3rd year
5.3
-
120572.26
Maintenance in the 4th year
5.3
-
132629.43
Maintenance in the 5th year
5.3
-
145892.45
Maintenance in the 6th year Renewal Plan
5.3
-
1041320.75
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