Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date16 Jul 2018
Closing Date31 Jul 2018
Tender Amount₹ 2,85,10,000
Costs
EMD
₹ 5,70,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERJ_66001_3Bid Award Id
ViewTender No
Short Term NIT No. 04/PMGSY/2018-19 PWD Circle SWMTender 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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c) Peeplya
1.82
1
1
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d) Ramdi
0.36
-
1
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e) Bandediya
1.72
1
1
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g) Juwad
1.2
1
1
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Total
9.13
138800
15201
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Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 for lead of granular material upto 20 Kms. ( Compacted thickness as specified to be measured) For Grading III Material by manual means
-
-
-
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a) Kanwarpura
1276.88
1276
1
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b) Chokadi
922.5
922
1
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c) Peeplya
922.5
922
1
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d) Ramdi
220.73
220
1
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e) Bandediya
773.1
773
1
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g) Juwad
731.25
731
1
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Total
4846.96
2089039
431
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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
-
-
-
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a) Kanwarpura
824.01
824
1
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b) Chokadi
577.28
577
1
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c) Peeplya
541.2
541
1
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d) Ramdi
110.88
110
1
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e) Bandediya
577.25
577
1
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g) Juwad
130
130
1
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Total
2760.62
350598
127
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Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906.
-
-
-
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a) Kanwarpura
2128.13
2128
1
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b) Chokadi
768.75
768
1
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c) Peeplya
1537.5
1537
1
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d) Ramdi
675
675
1
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e) Bandediya
1932.75
1932
1
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g) Juwad
1218.75
1218
1
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Total
8260.88
834348
101
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406.
-
-
-
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a) Kanwarpura
84.38
94083
1115
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Providing and applying tack coat with Bitumen with bitumen VG-10 at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
-
-
-
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a) Kanwarpura
20846.25
20846
1
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b) Chokadi
15682.5
15682
1
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c) Peeplya
15682.5
15682
1
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d) Ramdi
3442.5
3442
1
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e) Bandediya
13142.7
13142
1
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g) Juwad
11857.5
11857
1
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Total
80653.95
1290463
16
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penitration grade bitumen or emulsion to required line, grade and level to serve as waering course on a previously prepared base, including cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix plant, 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 MoRD specification Clause 508. Bitumen VG-30 (By mechnical means) Waste Plastic-8% of bitumen
-
-
-
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a) Kanwarpura
20846.25
20846
1
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b) Chokadi
15682.5
15682
1
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c) Peeplya
15682.5
15682
1
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d) Ramdi
3442.5
3442
1
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e) Bandediya
13142.7
13142
1
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g) Juwad
11857.5
11857
1
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Total
80653.95
10646321
132
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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, Type B and Type C as per MoRD Specification Clause 510
-
-
-
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By Mechanical Means
-
-
-
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Case - II : Type B Bitumen (VG-30)
-
-
-
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a) Kanwarpura
20846.25
20846
1
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b) Chokadi
15682.5
15682
1
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c) Peeplya
15682.5
15682
1
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d) Ramdi
3442.5
3442
1
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e) Bandediya
13142.7
13142
1
... More
g) Juwad
11857.5
11857
1
... More
Total
80653.95
3871389
48
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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 MoRD Specification Clause 1703
-
-
-
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5th KM stone
-
-
-
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a) Kanwarpura
1
2654
2654
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Ordinary Kilometer Stone (Precast)
-
-
-
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a) Kanwarpura
7
7
1
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b) Chokadi
6
6
1
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c) Peeplya
6
6
1
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d) Ramdi
1
1
1
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e) Bandediya
5
5
1
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g) Juwad
4
4
1
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Total
29
46081
1589
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200 m stone (precast)
-
-
-
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a) Kanwarpura
26
26
1
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b) Chokadi
20
20
1
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c) Peeplya
23
23
1
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d) Ramdi
4
4
1
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e) Bandediya
20
20
1
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g) Juwad
12
12
1
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Total
105
38220
364
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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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a) Kanwarpura
2
2
1
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b) Chokadi
2
2
1
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c) Peeplya
2
2
1
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d) Ramdi
1
1
1
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e) Bandediya
1
1
1
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g) Juwad
2
2
1
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Total
10
108220
10822
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD Specification.
-
-
-
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a) Kanwarpura
1
1
1
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b) Chokadi
1
1
1
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c) Peeplya
1
1
1
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d) Ramdi
1
1
1
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e) Bandediya
1
1
1
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g) Juwad
1
1
1
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Total
6
52272
8712
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Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 2mm thick MS plate framed to angle Iron 40x40x6mm including orange luminous colour paint on logo, size of diamand plate 600x600mm definition plate 900x250mm supported on MS post of angle Iron of size 65x65x6mm, 3m long stove enameled paint with hold fastfirmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700
-
-
-
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a) Kanwarpura
2
2
1
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b) Chokadi
2
2
1
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c) Peeplya
2
2
1
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d) Ramdi
1
1
1
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e) Bandediya
2
2
1
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g) Juwad
2
2
1
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Total
11
32747
2977
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 with size more than 0.9 sqm size board
-
-
-
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a) Kanwarpura
2.16
2
1
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b) Chokadi
2.16
2
1
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c) Peeplya
2.16
2
1
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d) Ramdi
1.08
1
1
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e) Bandediya
2.16
2
1
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g) Juwad
1.08
1
1
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Total
10.8
33285
3082
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
-
-
-
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a) Kanwarpura
300.94
300
1
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b) Chokadi
214.88
214
1
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c) Peeplya
214.31
214
1
... More
d) Ramdi
56.25
56
1
... More
e) Bandediya
95.63
95
1
... More
g) Juwad
93.38
93
1
... More
Total
975.39
5399759
5536
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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. 300mm dia
-
-
-
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a) Kanwarpura
37.5
37
1
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b) Chokadi
60
60
1
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c) Peeplya
60
60
1
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d) Ramdi
22.5
22
1
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e) Bandediya
30
30
1
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g) Juwad
45
45
1
... More
Total
255
179520
704
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Earthwork in excavation for structures as per drawing and MoRD 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. Ordinary soil Upto 3 m depth
-
-
-
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c) Peeplya
93.86
93
1
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d) Ramdi
77
77
1
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e) Bandediya
51.5
51
1
... More
Total
222.36
39580
178
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
-
-
-
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c) Peeplya
12.45
12
1
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d) Ramdi
9.75
9
1
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e) Bandediya
7.2
7
1
... More
Total
29.4
103752
3529
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Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry In 1:3 cement mortar
-
-
-
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c) Peeplya
55.52
55
1
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d) Ramdi
43.01
43
1
... More
e) Bandediya
28.61
28
1
... More
Total
127.14
432911
3405
... More
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRD specification Clauses 615, 710 and 1204.3.11 75mm thick
-
-
-
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c) Peeplya
12.8
12
1
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d) Ramdi
12
12
1
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e) Bandediya
8
8
1
... More
Total
32.8
11676
356
... More
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204
-
-
-
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d) Ramdi
51.49
51
1
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e) Bandediya
51.49
51
1
... More
Total
102.98
8444
82
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)
-
-
-
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c) Peeplya
6.26
6
1
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d) Ramdi
26.11
26
1
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e) Bandediya
26.11
26
1
... More
Total
58.48
209124
3576
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Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
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c) Peeplya
73.08
73
1
... More
d) Ramdi
39.92
39
1
... More
Total
113
18532
164
... More
Providing and laying reinforced cement concrete pipe NP4 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. 1000mm dia
-
-
-
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c) Peeplya
10
43890
4389
... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double 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 Clause 1106. 1000mm dia
-
-
-
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d) Ramdi
10
10
1
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e) Bandediya
10
10
1
... More
Total
20
149080
7454
... More
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
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1st year
25.13
292947
11657.27
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2nd year
25.13
374030
14883.84
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3rd year
25.13
478654
19047.15
... More
4th year
25.13
562354
22377.8
... More
5th year
25.13
646053
25708.44
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