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₹ 2,27,00,000
Costs
EMD
₹ 4,54,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERJ_78175_11Bid Award Id
ViewTender No
NIT No. 02-PMGSY-2019-20 ACE PWD UdaipurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
3. A/R Dewad Km 0/0 To 3/00
0.58
-
12389
4. Basera Road to Barotha Km 0/0 To 3/10
0.58
-
12389
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
0.48
-
12389
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
0.84
-
12389
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
0.24
-
12389
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
0.36
-
12389
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 per MoRD Specification Clause 303.1.
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
202.5
-
127
2. Thada to Chamlawada Km 0/0 To 3/00
675
-
127
3. A/R Dewad Km 0/0 To 3/00
675
-
127
4. Basera Road to Barotha Km 0/0 To 3/10
697.5
-
127
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
675
-
127
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
742.5
-
127
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
337.5
-
127
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
562.5
-
127
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 Mechanical Means
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
73.97
-
1026
2. Thada to Chamlawada Km 0/0 To 3/00
250.32
-
1026
3. A/R Dewad Km 0/0 To 3/00
253.12
-
1026
4. Basera Road to Barotha Km 0/0 To 3/10
261.29
-
1026
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
253.12
-
1026
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
285.19
-
1026
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
211.78
-
1026
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
210.94
-
1026
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
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
986.25
-
42
2. Thada to Chamlawada Km 0/0 To 3/00
3337.5
-
42
3. A/R Dewad Km 0/0 To 3/00
3375
-
42
4. Basera Road to Barotha Km 0/0 To 3/10
3483.75
-
42
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
3375
-
42
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
3802.5
-
42
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
2823.75
-
42
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
2812.5
-
42
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
3543.75
-
15
2. Thada to Chamlawada Km 0/0 To 3/00
11812.5
-
15
3. A/R Dewad Km 0/0 To 3/00
11812.5
-
15
4. Basera Road to Barotha Km 0/0 To 3/10
12206.25
-
15
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
11812.5
-
15
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
12993.75
-
15
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
5737.5
-
15
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
9843.75
-
15
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 MeansBitumen (VG-30)
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
3375
-
128
2. Thada to Chamlawada Km 0/0 To 3/00
11812.5
-
128
3. A/R Dewad Km 0/0 To 3/00
11812.5
-
128
4. Basera Road to Barotha Km 0/0 To 3/10
12206.25
-
128
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
11812.5
-
128
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
12993.75
-
128
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
4893.75
-
128
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
9843.75
-
128
New Technology - 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
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
506.25
-
132
2. Thada to Chamlawada Km 0/0 To 3/00
1687.5
-
132
3. A/R Dewad Km 0/0 To 3/00
1687.5
-
132
4. Basera Road to Barotha Km 0/0 To 3/10
1743.75
-
132
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
1687.5
-
132
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
1856.25
-
132
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
843.75
-
132
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
1406.25
-
132
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 Case - III : Type C Bitumen (VG-30)
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
3543.75
-
48
2. Thada to Chamlawada Km 0/0 To 3/00
11812.5
-
48
3. A/R Dewad Km 0/0 To 3/00
11812.5
-
48
4. Basera Road to Barotha Km 0/0 To 3/10
12206.25
-
48
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
11812.5
-
48
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
12993.75
-
48
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
5737.5
-
48
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
9843.75
-
48
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
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
1.08
-
3082
2. Thada to Chamlawada Km 0/0 To 3/00
1.08
-
3082
3. A/R Dewad Km 0/0 To 3/00
1.08
-
3082
4. Basera Road to Barotha Km 0/0 To 3/10
1.08
-
3082
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
1.08
-
3082
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
1.08
-
3082
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
1.08
-
3082
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
1.08
-
3082
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 RCC Post 100 mm x 100 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 approved drawing Clause 1701
-
-
-
600 mm equilateral triangle
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
6
-
2574
2. Thada to Chamlawada Km 0/0 To 3/00
16
-
2574
3. A/R Dewad Km 0/0 To 3/00
16
-
2574
4. Basera Road to Barotha Km 0/0 To 3/10
17
-
2574
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
16
-
2574
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
13
-
2574
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
6
-
2574
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
11
-
2574
600 mm circular
-
-
-
2. Thada to Chamlawada Km 0/0 To 3/00
4
-
3562
3. A/R Dewad Km 0/0 To 3/00
4
-
3562
4. Basera Road to Barotha Km 0/0 To 3/10
4
-
3562
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
4
-
3562
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
4
-
3562
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
4
-
3562
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
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
1
-
10822
2. Thada to Chamlawada Km 0/0 To 3/00
1
-
10822
3. A/R Dewad Km 0/0 To 3/00
1
-
10822
4. Basera Road to Barotha Km 0/0 To 3/10
1
-
10822
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
1
-
10822
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
1
-
10822
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
1
-
10822
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
1
-
10822
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.
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
1
-
8712
2. Thada to Chamlawada Km 0/0 To 3/00
1
-
8712
3. A/R Dewad Km 0/0 To 3/00
1
-
8712
4. Basera Road to Barotha Km 0/0 To 3/10
1
-
8712
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
1
-
8712
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
1
-
8712
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
1
-
8712
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
1
-
8712
Providing and Erecting typical Maintenance information Board as per approved drawing & specification of MORD made of MS sheet of 1.6 mm thick each of size 900mm x1500mm 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.
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
1
-
8667
2. Thada to Chamlawada Km 0/0 To 3/00
1
-
8667
3. A/R Dewad Km 0/0 To 3/00
1
-
8667
4. Basera Road to Barotha Km 0/0 To 3/10
1
-
8667
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
1
-
8667
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
1
-
8667
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
1
-
8667
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
1
-
8667
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
-
-
-
Ordinary Kilometer Stone (Precast)
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
2
-
1589
2. Thada to Chamlawada Km 0/0 To 3/00
4
-
1589
3. A/R Dewad Km 0/0 To 3/00
4
-
1589
4. Basera Road to Barotha Km 0/0 To 3/10
4
-
1589
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
4
-
1589
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
4
-
1589
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
2
-
1589
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
3
-
1589
200 m stone (precast)
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
4
-
364
2. Thada to Chamlawada Km 0/0 To 3/00
12
-
364
3. A/R Dewad Km 0/0 To 3/00
12
-
364
4. Basera Road to Barotha Km 0/0 To 3/10
12
-
364
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
12
-
364
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
13
-
364
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
6
-
364
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
10
-
364
White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRD specifications Clause 1915
-
-
-
1. Meriyakheri Km 1 to Kheda Narsing Mata Km 0/0 To 0/900
250
-
12
2. Thada to Chamlawada Km 0/0 To 3/00
500
-
12
3. A/R Dewad Km 0/0 To 3/00
200
-
12
4. Basera Road to Barotha Km 0/0 To 3/10
300
-
12
5. Km 3 A/R Kalyanpura to Richhawara Km 0/0 To 3/00
300
-
12
6. Km 3 on Awleshwar - Asawata Road to A/R Arniya Km 0/0 To 3/300
500
-
12
7. Piloo Magrora Road Km 4/500 to Gardora Km 0/0 to 1/500
300
-
12
8. A/R Varmandal Km 8 to Palthan Km 0/0 to 3/500
220
-
12
Total Construction Part
1
-
-
Routine Mainteenance work After Completion of works for Five Year Fixed Amount
-
-
-
1st year (1.12% of Total Project cost)
20.3
-
11473.58
2nd year (1.43% of Total Project cost)
20.3
-
14649.31
3rd year (1.83% of Total Project cost)
20.3
-
18747.02
4th year (2.15% of Total Project cost)
20.3
-
22025.18
5th year (2.47% of Total Project cost)
20.3
-
25303.35
Total Estimated cost for Maintenance work 9% Of Construction Cost
20.3
-
92198.44
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