Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date20 Jun 2019
Closing Date10 Jul 2019
Tender Amount₹ 2,59,95,000
Costs
EMD
₹ 5,19,900Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERJ_78181_3Bid Award Id
ViewTender No
Short Term NIT No. 01/PMGSY/2019-20 PWD Zone TonkTender 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
Documents
BOQ Items
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A/R to Kolada
0.79
9812
12389
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A/R to Peelukheda
1.28
15857
12389
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A/R to Hathdoli
1.88
23291
12389
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A/R to Pakhala
0.64
7928
12389
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A/R to Kuagaon
0.48
5946
12389
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A/R to Thadoli
1.4
17344
12389
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Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRD Specification Clause 202 By Mechanical Means , Bituminous Courses
-
-
-
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A/R to Bandhawal
55.5
8491
153
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A/R to Peelukheda
37.5
5737
153
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A/R to Hathdoli
75
11475
153
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A/R to Pakhala
30
4590
153
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A/R to Kuagaon
7.5
1147
153
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A/R to Thadoli
30
4590
153
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Specification Clause 301.5
-
-
-
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A/R to Bandhawal
321.75
40540
126
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A/R to Kolada
250.5
31563
126
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A/R to Peelukheda
533.25
67189
126
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A/R to Hathdoli
423.75
53392
126
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A/R to Pakhala
359.25
45265
126
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A/R to Kuagaon
207
26082
126
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A/R to Thadoli
228
28728
126
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Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Specification Clause 401.For Grading III Material
-
-
-
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A/R to Bandhawal
366.56
190977
521
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A/R to Kolada
219.38
114296
521
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A/R to Peelukheda
592.5
308692
521
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A/R to Hathdoli
300
156300
521
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A/R to Pakhala
159.38
83036
521
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A/R to Kuagaon
155.63
81083
521
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A/R to Thadoli
99.38
51776
521
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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 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 MoRD Specification Clause 405. using Crusher borken aggregate By Manual Means
-
-
-
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A/R to Bandhawal
208.13
260578
1252
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A/R to Peelukheda
140.63
176068
1252
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A/R to Hathdoli
281.25
352125
1252
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A/R to Pakhala
112.5
140850
1252
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A/R to Kuagaon
28.13
35218
1252
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A/R to Thadoli
112.5
140850
1252
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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/R to Bandhawal
750
75750
101
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A/R to Kolada
371.25
37496
101
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A/R to Peelukheda
870
87870
101
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A/R to Hathdoli
770.63
77833
101
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A/R to Pakhala
300
30300
101
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A/R to Kuagaon
270
27270
101
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A/R to Thadoli
525
53025
101
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Low 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 MoRD Specification Clause 502
-
-
-
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A/R to Bandhawal
2250
94500
42
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A/R to Peelukheda
1875
78750
42
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A/R to Hathdoli
2700
113400
42
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A/R to Pakhala
1500
63000
42
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A/R to Kuagaon
375
15750
42
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A/R to Thadoli
1500
63000
42
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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 granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRD Specification Clause 503.
-
-
-
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A/R to Bandhawal
17662.5
264937
15
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A/R to Kolada
7200
108000
15
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A/R to Peelukheda
12750
191250
15
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A/R to Hathdoli
17100
256500
15
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A/R to Pakhala
7312.5
109687
15
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A/R to Kuagaon
5531.25
82968
15
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A/R to Thadoli
13537.5
203062
15
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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. Case - II By Mechanical Means, Bitumen (VG-30)
-
-
-
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A/R to Kolada
7200
921600
128
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A/R to Peelukheda
12750
1632000
128
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A/R to Hathdoli
17100
2188800
128
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A/R to Pakhala
7312.5
936000
128
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A/R to Kuagaon
5531.25
708000
128
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A/R to Thadoli
13537.5
1732800
128
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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. Case - II By Mechanical Means, Bitumen (VG-30) (WASTE Plastic @ 8.00% of Bitumen)
-
-
-
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A/R to Bandhawal
17662.5
2225475
126
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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 By Mechanical Means, Case - II : Type B, Bitumen (VG-30)
-
-
-
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A/R to Bandhawal
17662.5
847800
48
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A/R to Kolada
7200
345600
48
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A/R to Peelukheda
12750
612000
48
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A/R to Hathdoli
17100
820800
48
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A/R to Pakhala
7312.5
351000
48
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A/R to Kuagaon
5531.25
265500
48
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A/R to Thadoli
13537.5
649800
48
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Construction of un-reinforced, without dowel bar, 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, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
-
-
-
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using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments
-
-
-
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A/R to Bandhawal
150
814800
5432
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A/R to Kolada
72
391104
5432
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A/R to Peelukheda
103.13
560202
5432
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A/R to Hathdoli
210
1140720
5432
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A/R to Pakhala
37.5
203700
5432
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A/R to Kuagaon
37.5
203700
5432
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A/R to Thadoli
135
733320
5432
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Add extra for dowel Bar for Cement Concrete Pavement as per drawing and MoRD Specification Clause 1501
-
-
-
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A/R to Bandhawal
248.98
15187
61
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A/R to Kolada
118.56
7232
61
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A/R to Peelukheda
179.32
10938
61
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A/R to Hathdoli
51.87
3164
61
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A/R to Pakhala
51.87
3164
61
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A/R to Kuagaon
62.24
3796
61
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A/R to Thadoli
231.19
14102
61
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PART- C : ROAD FURNISHING
-
-
-
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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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Ordinary Kilometer stone (Precast)
-
-
-
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A/R to Bandhawal
4
6356
1589
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A/R to Kolada
2
3178
1589
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A/R to Peelukheda
4
6356
1589
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A/R to Hathdoli
6
9534
1589
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A/R to Pakhala
3
4767
1589
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A/R to Kuagaon
2
3178
1589
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A/R to Thadoli
4
6356
1589
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Hectometer stone (Precast)
-
-
-
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A/R to Bandhawal
32
11648
364
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A/R to Kolada
8
2912
364
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A/R to Peelukheda
11
4004
364
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A/R to Hathdoli
16
5824
364
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A/R to Pakhala
8
2912
364
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A/R to Kuagaon
6
2184
364
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A/R to Thadoli
16
5824
364
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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, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly 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 Tehnical Specification Clause 1701. upto 0.9 sqm size board
-
-
-
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A/R to Bandhawal
1.08
9744
9023
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A/R to Kolada
1.08
9744
9023
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A/R to Peelukheda
1.08
9744
9023
... More
A/R to Hathdoli
1.08
9744
9023
... More
A/R to Pakhala
1.08
9744
9023
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A/R to Kuagaon
1.08
9744
9023
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A/R to Thadoli
1.08
9744
9023
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Providing and fixing of retro-reflectorised 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Specification Clause 801
-
-
-
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600 mm equilateral triangle
-
-
-
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A/R to Bandhawal
3
9210
3070
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A/R to Kolada
1
3070
3070
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A/R to Peelukheda
3
9210
3070
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A/R to Hathdoli
3
9210
3070
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A/R to Pakhala
3
9210
3070
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A/R to Kuagaon
3
9210
3070
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A/R to Thadoli
3
9210
3070
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800 mm x 600 mm rectangular
-
-
-
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A/R to Bandhawal
2
11182
5591
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A/R to Kolada
1
5591
5591
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A/R to Peelukheda
2
11182
5591
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A/R to Hathdoli
2
11182
5591
... More
A/R to Pakhala
1
5591
5591
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A/R to Kuagaon
2
11182
5591
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A/R to Thadoli
2
11182
5591
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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/R to Bandhawal
1
2977
2977
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A/R to Kolada
1
2977
2977
... More
A/R to Peelukheda
1
2977
2977
... More
A/R to Hathdoli
1
2977
2977
... More
A/R to Pakhala
1
2977
2977
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A/R to Kuagaon
1
2977
2977
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A/R to Thadoli
1
2977
2977
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MoRTH 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/R to Bandhawal
1
8712
8712
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A/R to Kolada
1
8712
8712
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A/R to Peelukheda
1
8712
8712
... More
A/R to Hathdoli
1
8712
8712
... More
A/R to Pakhala
1
8712
8712
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A/R to Kuagaon
1
8712
8712
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A/R to Thadoli
1
8712
8712
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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/R to Bandhawal
1
10822
10822
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A/R to Kolada
1
10822
10822
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A/R to Peelukheda
1
10822
10822
... More
A/R to Hathdoli
1
10822
10822
... More
A/R to Pakhala
1
10822
10822
... More
A/R to Kuagaon
1
10822
10822
... More
A/R to Thadoli
1
10822
10822
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PART- D : SYPHON
-
-
-
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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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A/R to Bandhawal
40.28
7169
178
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A/R to Kolada
16.11
2867
178
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A/R to Peelukheda
32.22
5735
178
... More
A/R to Hathdoli
32.22
5735
178
... More
A/R to Pakhala
16.11
2867
178
... More
A/R to Kuagaon
16.11
2867
178
... More
A/R to Thadoli
32.22
5735
178
... 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 10, Nominal mix 1:3:6
-
-
-
... More
A/R to Bandhawal
8.17
28831
3529
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A/R to Kolada
3.27
11539
3529
... More
A/R to Peelukheda
6.54
23079
3529
... More
A/R to Hathdoli
6.54
23079
3529
... More
A/R to Pakhala
3.27
11539
3529
... More
A/R to Kuagaon
3.27
11539
3529
... More
A/R to Thadoli
6.54
23079
3529
... More
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 Clause 1106. 300 mm dia
-
-
-
... More
A/R to Bandhawal
50
35200
704
... More
A/R to Kolada
20
14080
704
... More
A/R to Peelukheda
40
28160
704
... More
A/R to Hathdoli
40
28160
704
... More
A/R to Pakhala
20
14080
704
... More
A/R to Kuagaon
20
14080
704
... More
A/R to Thadoli
40
28160
704
... More
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.In 1:4 cement mortar
-
-
-
... More
A/R to Bandhawal
11.16
38926
3488
... More
A/R to Kolada
4.46
15556
3488
... More
A/R to Peelukheda
8.93
31147
3488
... More
A/R to Hathdoli
8.93
31147
3488
... More
A/R to Pakhala
4.46
15556
3488
... More
A/R to Kuagaon
4.46
15556
3488
... More
A/R to Thadoli
8.93
31147
3488
... 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 1204.3.1175 mm thick
-
-
-
... More
A/R to Bandhawal
3.75
1335
356
... More
A/R to Kolada
1.5
534
356
... More
A/R to Peelukheda
3
1068
356
... More
A/R to Hathdoli
3
1068
356
... More
A/R to Pakhala
1.5
534
356
... More
A/R to Kuagaon
1.5
534
356
... More
A/R to Thadoli
3
1068
356
... More
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
... More
A/R to Bandhawal
12.5
2050
164
... More
A/R to Kolada
5
820
164
... More
A/R to Peelukheda
10
1640
164
... More
A/R to Hathdoli
10
1640
164
... More
A/R to Pakhala
5
820
164
... More
A/R to Kuagaon
5
820
164
... More
A/R to Thadoli
10
1640
164
... More
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
... More
1st year
22.93
267139
11650.2
... More
2nd year
22.93
341079
14874.81
... More
3rd year
22.93
436486
19035.59
... More
4th year
22.93
512811
22364.22
... More
5th year
22.93
588517
25665.85
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