Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date14 Jun 2021
Closing Date30 Jun 2021
Tender Amount₹ 2,98,55,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_CERJ_110899_1Bid Award Id
ViewTender No
NIT No. 02/PMGSY/2021-2022 ACE PWD Zone TonkTender 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
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A/R to Gandal
0.8
-
14265
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A/R to Kutka
1.08
-
14265
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A/R to Riwali
0.4
-
14265
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A/R to Jhanoon
0.32
-
14265
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A/R to Dungarpatti
2.56
-
14265
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A/R to Puneta
1.2
-
14265
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A/R to Karadi
1.21
-
14265
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A/R to Gurjar Koleta
1.08
-
14265
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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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-
-
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A/R to Gotod
52.5
-
186
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A/R to Gandal
60
-
186
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A/R to Kutka
67.5
-
186
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A/R to Riwali
11.25
-
186
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A/R to Jhanoon
18.75
-
186
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A/R to Dungarpatti
165
-
186
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A/R to Puneta
67.5
-
186
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A/R to Karadi
60
-
186
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A/R to Gurjar Koleta
45
-
186
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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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-
-
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A/R to Gotod
592.88
-
132
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A/R to Gandal
270
-
132
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A/R to Kutka
682.88
-
132
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A/R to Riwali
198.56
-
132
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A/R to Jhanoon
163.69
-
132
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A/R to Dungarpatti
798.08
-
132
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A/R to Puneta
804.38
-
132
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A/R to Karadi
792.56
-
132
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A/R to Gurjar Koleta
473.18
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132
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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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-
-
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A/R to Gotod
202.5
-
584
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A/R to Gandal
270
-
584
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A/R to Kutka
263.7
-
584
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A/R to Riwali
112.5
-
584
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A/R to Jhanoon
72
-
584
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A/R to Dungarpatti
1920
-
584
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A/R to Puneta
337.5
-
584
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A/R to Karadi
337.5
-
584
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A/R to Gurjar Koleta
303.75
-
584
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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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-
-
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A/R to Gotod
196.88
-
1322
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A/R to Gandal
225
-
1322
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A/R to Kutka
253.13
-
1322
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A/R to Riwali
42.19
-
1322
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A/R to Jhanoon
70.31
-
1322
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A/R to Dungarpatti
618.75
-
1322
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A/R to Puneta
253.13
-
1322
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A/R to Karadi
225
-
1322
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A/R to Gurjar Koleta
168.75
-
1322
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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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-
-
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A/R to Gotod
639.38
-
114
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A/R to Gandal
405
-
114
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A/R to Kutka
609
-
114
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A/R to Riwali
159.38
-
114
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A/R to Jhanoon
268.13
-
114
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A/R to Dungarpatti
1260
-
114
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A/R to Puneta
945
-
114
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A/R to Karadi
990
-
114
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A/R to Gurjar Koleta
945
-
114
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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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-
-
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A/R to Gotod
2625
-
49
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A/R to Gandal
3000
-
49
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A/R to Kutka
3375
-
49
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A/R to Riwali
562.5
-
49
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A/R to Jhanoon
937.5
-
49
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A/R to Dungarpatti
8250
-
49
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A/R to Puneta
3375
-
49
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A/R to Karadi
3000
-
49
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A/R to Gurjar Koleta
2250
-
49
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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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-
-
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A/R to Gotod
8156.25
-
9
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A/R to Gandal
7500
-
9
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A/R to Kutka
10687.5
-
9
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A/R to Riwali
3562.5
-
9
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A/R to Jhanoon
3000
-
9
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A/R to Dungarpatti
19125
-
9
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A/R to Puneta
11062.5
-
9
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A/R to Karadi
11062.5
-
9
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A/R to Gurjar Koleta
9750
-
9
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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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-
-
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A/R to Gotod
8156.25
-
100
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A/R to Gandal
7500
-
100
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A/R to Kutka
10687.5
-
100
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A/R to Riwali
3562.5
-
100
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A/R to Jhanoon
3000
-
100
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A/R to Puneta
11062.5
-
100
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A/R to Karadi
11062.5
-
100
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A/R to Gurjar Koleta
9750
-
100
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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 of aggregate and plastic waste cutting in a hotmix 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. Waste Plastic @ 8% of bitumen.
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-
-
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A/R to Dungarpatti
19125
-
104
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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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-
-
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A/R to Gotod
8156.25
-
36
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A/R to Gandal
7500
-
36
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A/R to Kutka
10687.5
-
36
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A/R to Riwali
3562.5
-
36
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A/R to Jhanoon
3000
-
36
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A/R to Dungarpatti
19125
-
36
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A/R to Puneta
11062.5
-
36
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A/R to Karadi
11062.5
-
36
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A/R to Gurjar Koleta
9750
-
36
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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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-
-
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A/R to Gotod
28.13
-
5083
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A/R to Kutka
45
-
5083
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A/R to Riwali
28.13
-
5083
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A/R to Dungarpatti
562.5
-
5083
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A/R to Puneta
28.13
-
5083
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A/R to Karadi
42.19
-
5083
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A/R to Gurjar Koleta
56.25
-
5083
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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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-
-
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A/R to Gotod
26.95
-
43
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A/R to Kutka
40.43
-
43
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A/R to Riwali
26.95
-
43
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A/R to Dungarpatti
192.5
-
43
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A/R to Puneta
26.95
-
43
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A/R to Karadi
40.43
-
43
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A/R to Gurjar Koleta
26.95
-
43
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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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-
-
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Ordinary Kilometer stone (Precast)
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-
-
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A/R to Gotod
3
-
1477
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A/R to Gandal
3
-
1477
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A/R to Kutka
3
-
1477
... More
A/R to Riwali
2
-
1477
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A/R to Jhanoon
1
-
1477
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A/R to Dungarpatti
10
-
1477
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A/R to Puneta
3
-
1477
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A/R to Karadi
3
-
1477
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A/R to Gurjar Koleta
3
-
1477
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Hectometer stone (Precast)
-
-
-
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A/R to Gotod
9
-
337
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A/R to Gandal
8
-
337
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A/R to Kutka
11
-
337
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A/R to Riwali
4
-
337
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A/R to Jhanoon
4
-
337
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A/R to Dungarpatti
40
-
337
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A/R to Puneta
12
-
337
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A/R to Karadi
12
-
337
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A/R to Gurjar Koleta
10
-
337
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Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic SignsProviding 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 a mild steel single angle iron post 75 x 75 x 6 mm 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 MoRD Specification Clause 1701 upto 0.9 sqm size board
-
-
-
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A/R to Gotod
1.08
-
9573
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A/R to Gandal
1.08
-
9573
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A/R to Kutka
1.08
-
9573
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A/R to Riwali
1.08
-
9573
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A/R to Jhanoon
1.08
-
9573
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A/R to Dungarpatti
4.32
-
9573
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A/R to Puneta
1.08
-
9573
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A/R to Karadi
1.08
-
9573
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A/R to Gurjar Koleta
1.08
-
9573
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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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-
-
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600 mm equilateral triangle
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-
-
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A/R to Gotod
2
-
2770
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A/R to Gandal
2
-
2770
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A/R to Kutka
2
-
2770
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A/R to Riwali
1
-
2770
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A/R to Jhanoon
1
-
2770
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A/R to Dungarpatti
16
-
2770
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A/R to Puneta
1
-
2770
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A/R to Karadi
1
-
2770
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A/R to Gurjar Koleta
2
-
2770
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800 mm x 600 mm rectangular
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-
-
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A/R to Gotod
1
-
5226
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A/R to Gandal
1
-
5226
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A/R to Kutka
1
-
5226
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A/R to Riwali
1
-
5226
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A/R to Jhanoon
1
-
5226
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A/R to Dungarpatti
8
-
5226
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A/R to Puneta
1
-
5226
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A/R to Karadi
1
-
5226
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A/R to Gurjar Koleta
1
-
5226
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Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be 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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-
-
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A/R to Gotod
1
-
4007
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A/R to Gandal
1
-
4007
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A/R to Kutka
1
-
4007
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A/R to Riwali
1
-
4007
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A/R to Jhanoon
1
-
4007
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A/R to Dungarpatti
1
-
4007
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A/R to Puneta
1
-
4007
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A/R to Karadi
1
-
4007
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A/R to Gurjar Koleta
1
-
4007
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Providing and Erecting typical Citizen's information Board as per approved drawing & specification of MORD made of Two plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7 of size 900 mm x 750 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. Frame will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1000 mm apart centre to centre these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The lettering and borders, etc. of plates shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing and MoRD Specification Clause 1700
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-
-
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A/R to Gotod
1
-
13916
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A/R to Gandal
1
-
13916
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A/R to Kutka
1
-
13916
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A/R to Riwali
1
-
13916
... More
A/R to Jhanoon
1
-
13916
... More
A/R to Dungarpatti
1
-
13916
... More
A/R to Puneta
1
-
13916
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A/R to Karadi
1
-
13916
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A/R to Gurjar Koleta
1
-
13916
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.
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-
-
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The height of bottom of the lower most plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The lettering and borders, etc. of middle and bottom plate, PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing. For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. A reference number along with the month and year of installation should be placed on the back of a sign in a contrasting colour or by stamping in characters not exceeding 50 mm in height as per approved drawing and MoRD Specification Clause 1700
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-
-
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A/R to Gotod
1
-
12962
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A/R to Gandal
1
-
12962
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A/R to Kutka
1
-
12962
... More
A/R to Riwali
1
-
12962
... More
A/R to Jhanoon
1
-
12962
... More
A/R to Dungarpatti
1
-
12962
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A/R to Puneta
1
-
12962
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A/R to Karadi
1
-
12962
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A/R to Gurjar Koleta
1
-
12962
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PART- D : SYPHON
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-
-
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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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-
-
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A/R to Gotod
16.11
-
211
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A/R to Gandal
8.06
-
211
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A/R to Kutka
24.18
-
211
... More
A/R to Riwali
8.06
-
211
... More
A/R to Jhanoon
8.06
-
211
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A/R to Dungarpatti
40.3
-
211
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A/R to Puneta
24.18
-
211
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A/R to Karadi
24.18
-
211
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A/R to Gurjar Koleta
24.18
-
211
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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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-
-
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A/R to Gotod
3.27
-
3255
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A/R to Gandal
1.63
-
3255
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A/R to Kutka
4.88
-
3255
... More
A/R to Riwali
1.63
-
3255
... More
A/R to Jhanoon
1.63
-
3255
... More
A/R to Dungarpatti
8.13
-
3255
... More
A/R to Puneta
4.88
-
3255
... More
A/R to Karadi
4.88
-
3255
... More
A/R to Gurjar Koleta
4.88
-
3255
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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 Clause 1106. 300 mm dia
-
-
-
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A/R to Gotod
20
-
787
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A/R to Gandal
10
-
787
... More
A/R to Kutka
30
-
787
... More
A/R to Riwali
10
-
787
... More
A/R to Jhanoon
10
-
787
... More
A/R to Dungarpatti
50
-
787
... More
A/R to Puneta
30
-
787
... More
A/R to Karadi
30
-
787
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A/R to Gurjar Koleta
30
-
787
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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
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-
-
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A/R to Gotod
4.46
-
2852
... More
A/R to Gandal
2.23
-
2852
... More
A/R to Kutka
6.69
-
2852
... More
A/R to Riwali
2.23
-
2852
... More
A/R to Jhanoon
2.23
-
2852
... More
A/R to Dungarpatti
11.15
-
2852
... More
A/R to Puneta
6.69
-
2852
... More
A/R to Karadi
6.69
-
2852
... More
A/R to Gurjar Koleta
6.69
-
2852
... 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
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-
-
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A/R to Gotod
1.5
-
319
... More
A/R to Gandal
0.75
-
319
... More
A/R to Kutka
2.25
-
319
... More
A/R to Riwali
0.75
-
319
... More
A/R to Jhanoon
0.75
-
319
... More
A/R to Dungarpatti
3.75
-
319
... More
A/R to Puneta
2.25
-
319
... More
A/R to Karadi
2.25
-
319
... More
A/R to Gurjar Koleta
2.25
-
319
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Plastering with cement mortar (1:4), 20 mm thick on Stone work.
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-
-
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A/R to Gotod
5
-
150
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A/R to Gandal
2.5
-
150
... More
A/R to Kutka
7.5
-
150
... More
A/R to Riwali
2.5
-
150
... More
A/R to Jhanoon
2.5
-
150
... More
A/R to Dungarpatti
12.5
-
150
... More
A/R to Puneta
7.5
-
150
... More
A/R to Karadi
7.5
-
150
... More
A/R to Gurjar Koleta
7.5
-
150
... More
Annual maintenance charges on pro rata basis as per fixed amounts
-
-
-
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For 1st year (0.68%)
26.95
-
7140
... More
For 2nd year (0.87%)
26.95
-
9135
... More
For 3rd year (1.12%)
26.95
-
11761
... More
For 4th year (1.31%)
26.95
-
13756
... More
For 5th year (1.52%)
26.95
-
15961
Evaluation Notes How It Works ?
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