Pradhan Mantri Gram Sadak Yojana Tender
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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Tender for Renewal work of roads under pmgsy package no. Rj-27-fi-004 financial incentive year 2018-19 in Sawai Madhopur, Rajasthan, with an estimated contract value of Rs. 3,14,70,000. The bid opening date for this tender is 15-06-2018 and the last date for bid submission is 28-06-2018. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date15 Jun 2018
Closing Date28 Jun 2018
Tender Amount₹ 3,14,70,000
Costs
EMD
₹ 6,29,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERJ_64719_4Bid Award Id
ViewTender No
NIT No. 05/PMGSY/2018-19 PWD Zone BharatpurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Total
105
38220
364
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g) Halonda
4398.75
4398
1
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3rd year
27.76
528357
19033.05
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h) Badpur
6273
6273
1
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d) Dabich
112.5
112
1
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g) Halonda
4398.75
4398
1
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d) Dabich
19
19
1
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h) Badpur
6273
6273
1
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a) Khidarpur Jatan
1
1
1
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2nd year
27.76
412869
14872.82
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b) Katar
8223.75
8223
1
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b) Katar
483.75
483
1
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b) Katar
8223.75
8223
1
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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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f) Neemali Kalan
1
1
1
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c) Piplet
462.4
462
1
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. Using Crusher Broken aggregate By Manual Means
-
-
-
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Total
15
162330
10822
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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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b) Katar
42
143010
3405
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a) Khidarpur Jatan
2
2
1
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b) Katar
12
12
1
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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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e) Aniyala
450
450
1
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5th year
27.76
713138
25689.42
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e) Aniyala
3
3
1
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e) Aniyala
1
1
1
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Bitumen (VG-30)
-
-
-
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable 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.
-
-
-
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d) Dabich
6
6
1
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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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d) Dabich
1080
1080
1
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e) Aniyala
1
1
1
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a) Khidarpur Jatan
14
14
1
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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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Total
15
44655
2977
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e) Aniyala
1140
1140
1
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a) Khidarpur Jatan
2351.25
2351
1
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g) Halonda
2
2
1
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d) Dabich
3060
3060
1
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f) Neemali Kalan
397.97
453685
1140
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a) Khidarpur Jatan
4
4
1
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h) Badpur
1
1
1
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e) Aniyala
7191
7191
1
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f) Neemali Kalan
7
7
1
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f) Neemali Kalan
420.75
420
1
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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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Ordinary Kilometer Stone (Precast)
-
-
-
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b) Katar
258
258
1
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e) Aniyala
56.25
56
1
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c) Piplet
30
30
1
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g) Halonda
5
5
1
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e) Aniyala
8
8
1
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f) Neemali Kalan
26
26
1
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Total
16479
1664379
101
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d) Dabich
2
2
1
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Total
93406.5
11956032
128
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b) Katar
0.69
-
1
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200 m stone (precast)
-
-
-
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Total
32
50848
1589
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h) Badpur
7
7
1
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c) Piplet
3060
3060
1
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a) Khidarpur Jatan
11857.5
11857
1
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b) Katar
1.08
1
1
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b) Katar
3
3
1
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h) Badpur
3
3
1
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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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b) Katar
1
1
1
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h) Badpur
1
1
1
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Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
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c) Piplet
2
2
1
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h) Badpur
1.08
1
1
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g) Halonda
1
1
1
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4th year
27.76
620748
22361.24
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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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b) Katar
2
2
1
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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) Khidarpur Jatan
30
30
1
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a) Khidarpur Jatan
82.69
82
1
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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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f) Neemali Kalan
2.16
2
1
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h) Badpur
123.12
123
1
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f) Neemali Kalan
24862.5
24862
1
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f) Neemali Kalan
1485
1485
1
... More
f) Neemali Kalan
3
3
1
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h) Badpur
384.75
384
1
... More
c) Piplet
13005
13005
1
... More
e) Aniyala
208
208
1
... More
g) Halonda
0.48
-
1
... More
g) Halonda
1.08
1
1
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c) Piplet
13005
13005
1
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Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204
-
-
-
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f) Neemali Kalan
24862.5
24862
1
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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) Piplet
14
14
1
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f) Neemali Kalan
2.64
2
1
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f) Neemali Kalan
24862.5
24862
1
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b) Katar
1612.5
1612
1
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b) Katar
39.6
7048
178
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Case - II By Mechanical Means
-
-
-
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f) Neemali Kalan
30
30
1
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a) Khidarpur Jatan
11857.5
11857
1
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g) Halonda
270
270
1
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d) Dabich
75
75
1
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h) Badpur
37.69
37
1
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a) Khidarpur Jatan
11857.5
11857
1
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By Mechanical Means
-
-
-
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g) Halonda
33.75
33
1
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g) Halonda
144
144
1
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e) Aniyala
2
2
1
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Total
8
69696
8712
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Total
93406.5
1494504
16
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h) Badpur
0.51
-
1
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Specification Clause 201. By Mechanical Means In area of thorny jungle
-
-
-
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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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e) Aniyala
2.16
2
1
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f) Neemali Kalan
765.6
765
1
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f) Neemali Kalan
3111
3111
1
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d) Dabich
1
1
1
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a) Khidarpur Jatan
2
2
1
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b) Katar
4.95
17468
3529
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a) Khidarpur Jatan
1.08
1
1
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h) Badpur
22.5
22
1
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d) Dabich
17595
17595
1
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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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g) Halonda
2
2
1
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d) Dabich
17595
17595
1
... More
e) Aniyala
0.8
-
1
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Case - II : Type B Bitumen (VG-30)
-
-
-
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b) Katar
30
30
1
... More
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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c) Piplet
765
765
1
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a) Khidarpur Jatan
1.39
1
1
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g) Halonda
1
1
1
... More
Total
2887.52
366715
127
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Total
5661
2439891
431
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e) Aniyala
7191
7191
1
... More
c) Piplet
2
2
1
... More
1st year
27.76
323366
11648.65
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c) Piplet
1.08
1
1
... More
d) Dabich
17595
17595
1
... More
e) Aniyala
7191
7191
1
... More
c) Piplet
4
4
1
... More
Total
93406.5
4483512
48
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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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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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b) Katar
12
4272
356
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g) Halonda
22.5
22
1
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b) Katar
2
2
1
... More
Total
240
168960
704
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d) Dabich
2.16
2
1
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h) Badpur
2
2
1
... More
c) Piplet
1.36
1
1
... More
h) Badpur
1154.25
1154
1
... More
b) Katar
30
2460
82
... More
g) Halonda
990
990
1
... More
b) Katar
8223.75
8223
1
... More
c) Piplet
1
1
1
... More
b) Katar
112.5
112
1
... More
a) Khidarpur Jatan
369.6
369
1
... More
d) Dabich
556.8
556
1
... More
c) Piplet
67.5
67
1
... More
Total
923.63
5113215
5536
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f) Neemali Kalan
2
2
1
... More
d) Dabich
2.17
2
1
... More
Total
10.04
152572
15201
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a) Khidarpur Jatan
742.5
742
1
... More
d) Dabich
2
2
1
... More
c) Piplet
13005
13005
1
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