Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 5,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CERJ_79394_1Bid Award Id
ViewTender No
NIT 02/2019-20 PMGSY SE PWD CIRCLE BANSWARATender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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A/R Temran Km. 0/0 to 3/0
0.5
-
12389
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
1
-
12389
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A/R Madkola Makan Km. 1/100 to 2/400
0.33
-
12389
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A/R Diphor Km. 0/0 to 4/700
1.18
-
12389
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A/R Chikali Badra Km. 1/0 ls 2/0
0.25
-
12389
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A/R Patiya Km. 0/0 to 5/0
1.25
-
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 Sand Moti Km. 0/0 to 5/0
30
-
153
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A/R Padliya Km. 0/0 to 2/0
37.5
-
153
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A/R Temran Km. 0/0 to 3/0
75
-
153
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
112.5
-
153
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A/R Patiya Km. 0/0 to 5/0
90
-
153
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BY MANUAL MEANS Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface and compacting with smooth wheel roller to For Grading III Material
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
137.7
-
431
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A/R Padliya Km. 0/0 to 2/0
153
-
431
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A/R Temran Km. 0/0 to 3/0
229.5
-
431
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
306
-
431
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A/R Madkola Makan Km. 1/100 to 2/400
99.45
-
431
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A/R Diphor Km. 0/0 to 4/700
359.55
-
431
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A/R Chikali Badra Km. 1/0 ls 2/0
76.5
-
431
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A/R Patiya Km. 0/0 to 5/0
382.5
-
431
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WBM Grading 2 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 2 as per MoRD Specification Clause 405.
Using Crusher Broken Aggregate.
By Manual Means
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
16.88
-
1024
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A/R Padliya Km. 0/0 to 2/0
23.63
-
1024
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A/R Temran Km. 0/0 to 3/0
27
-
1024
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
33.75
-
1024
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A/R Diphor Km. 0/0 to 4/700
28.69
-
1024
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A/R Chikali Badra Km. 1/0 ls 2/0
6.75
-
1024
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A/R Patiya Km. 0/0 to 5/0
47.25
-
1024
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WBM Grading 3 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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A/R Sand Moti Km. 0/0 to 5/0
209.42
-
1140
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A/R Padliya Km. 0/0 to 2/0
239.54
-
1140
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A/R Temran Km. 0/0 to 3/0
358.59
-
1140
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
510.64
-
1140
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A/R Madkola Makan Km. 1/100 to 2/400
136.27
-
1140
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A/R Diphor Km. 0/0 to 4/700
659.81
-
1140
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A/R Chikali Badra Km. 1/0 ls 2/0
37.29
-
1140
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A/R Patiya Km. 0/0 to 5/0
616.78
-
1140
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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 Sand Moti Km. 0/0 to 5/0
2792.25
-
42
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A/R Padliya Km. 0/0 to 2/0
3193.88
-
42
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A/R Temran Km. 0/0 to 3/0
4781.25
-
42
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
6808.5
-
42
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A/R Madkola Makan Km. 1/100 to 2/400
1816.88
-
42
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A/R Diphor Km. 0/0 to 4/700
8797.5
-
42
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A/R Chikali Badra Km. 1/0 ls 2/0
497.25
-
42
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A/R Patiya Km. 0/0 to 5/0
8223.75
-
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 Sand Moti Km. 0/0 to 5/0
6885
-
15
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A/R Padliya Km. 0/0 to 2/0
7650
-
15
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A/R Temran Km. 0/0 to 3/0
11475
-
15
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
15300
-
15
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A/R Madkola Makan Km. 1/100 to 2/400
4972.5
-
15
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A/R Diphor Km. 0/0 to 4/700
17977.5
-
15
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A/R Chikali Badra Km. 1/0 ls 2/0
3825
-
15
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A/R Patiya Km. 0/0 to 5/0
19125
-
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-10)
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-
-
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A/R Sand Moti Km. 0/0 to 5/0
6750
-
126
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A/R Padliya Km. 0/0 to 2/0
7500
-
126
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A/R Temran Km. 0/0 to 3/0
11475
-
126
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
15300
-
126
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A/R Madkola Makan Km. 1/100 to 2/400
4875
-
126
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A/R Diphor Km. 0/0 to 4/700
17625
-
126
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A/R Chikali Badra Km. 1/0 ls 2/0
3750
-
126
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A/R Patiya Km. 0/0 to 5/0
18750
-
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 - III : Type C Bitumen (VG-10)
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
6885
-
47
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A/R Padliya Km. 0/0 to 2/0
7650
-
47
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A/R Temran Km. 0/0 to 3/0
11475
-
47
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
15300
-
47
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A/R Madkola Makan Km. 1/100 to 2/400
4972.5
-
47
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A/R Diphor Km. 0/0 to 4/700
17977.5
-
47
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A/R Chikali Badra Km. 1/0 ls 2/0
3825
-
47
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A/R Patiya Km. 0/0 to 5/0
19125
-
47
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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. Ordinary Kilometer Stone (Precast)
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
3
-
1589
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A/R Padliya Km. 0/0 to 2/0
3
-
1589
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A/R Temran Km. 0/0 to 3/0
4
-
1589
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
5
-
1589
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A/R Madkola Makan Km. 1/100 to 2/400
2
-
1589
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A/R Diphor Km. 0/0 to 4/700
6
-
1589
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A/R Chikali Badra Km. 1/0 ls 2/0
2
-
1589
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A/R Patiya Km. 0/0 to 5/0
6
-
1589
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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. 200 m stone (precast)
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
7
-
364
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A/R Padliya Km. 0/0 to 2/0
8
-
364
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A/R Temran Km. 0/0 to 3/0
12
-
364
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
16
-
364
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A/R Madkola Makan Km. 1/100 to 2/400
5
-
364
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A/R Diphor Km. 0/0 to 4/700
19
-
364
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A/R Chikali Badra Km. 1/0 ls 2/0
4
-
364
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A/R Patiya Km. 0/0 to 5/0
20
-
364
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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 1701.
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
2
-
2977
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A/R Padliya Km. 0/0 to 2/0
2
-
2977
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A/R Temran Km. 0/0 to 3/0
2
-
2977
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
3
-
2977
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A/R Madkola Makan Km. 1/100 to 2/400
2
-
2977
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A/R Diphor Km. 0/0 to 4/700
4
-
2977
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A/R Chikali Badra Km. 1/0 ls 2/0
3
-
2977
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A/R Patiya Km. 0/0 to 5/0
3
-
2977
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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 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. 900 mm equilateral triangle
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
4
-
4083
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A/R Padliya Km. 0/0 to 2/0
4
-
4083
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A/R Temran Km. 0/0 to 3/0
5
-
4083
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
8
-
4083
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A/R Madkola Makan Km. 1/100 to 2/400
4
-
4083
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A/R Diphor Km. 0/0 to 4/700
6
-
4083
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A/R Chikali Badra Km. 1/0 ls 2/0
3
-
4083
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A/R Patiya Km. 0/0 to 5/0
8
-
4083
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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 Sand Moti Km. 0/0 to 5/0
40.21
-
178
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A/R Padliya Km. 0/0 to 2/0
40.21
-
178
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A/R Temran Km. 0/0 to 3/0
40.21
-
178
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
40.21
-
178
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A/R Madkola Makan Km. 1/100 to 2/400
40.21
-
178
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A/R Diphor Km. 0/0 to 4/700
40.21
-
178
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A/R Chikali Badra Km. 1/0 ls 2/0
40.8
-
178
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A/R Patiya Km. 0/0 to 5/0
70.81
-
178
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRD specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 -- Nominal Mix 1:3:6.
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
2.19
-
3529
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A/R Padliya Km. 0/0 to 2/0
2.19
-
3529
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A/R Temran Km. 0/0 to 3/0
2.19
-
3529
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
2.19
-
3529
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A/R Madkola Makan Km. 1/100 to 2/400
2.19
-
3529
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A/R Diphor Km. 0/0 to 4/700
2.19
-
3529
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A/R Chikali Badra Km. 1/0 ls 2/0
5.1
-
3529
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A/R Patiya Km. 0/0 to 5/0
6.02
-
3529
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Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203. Random Rubble Masonry - In Cement Mortar 1:4.
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
20.02
-
3115
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A/R Padliya Km. 0/0 to 2/0
20.02
-
3115
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A/R Temran Km. 0/0 to 3/0
20.02
-
3115
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
20.02
-
3115
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A/R Madkola Makan Km. 1/100 to 2/400
20.02
-
3115
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A/R Diphor Km. 0/0 to 4/700
20.02
-
3115
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A/R Chikali Badra Km. 1/0 ls 2/0
51.3
-
3115
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A/R Patiya Km. 0/0 to 5/0
58.49
-
3115
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Providing and laying Reinforced cement concrete pipes NP-3 for culverts on first class bedding of granular material in sigle row including fixing collar with cement mortar 1:2 but excluding excavator, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 300 mm dia
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
15
-
704
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A/R Padliya Km. 0/0 to 2/0
15
-
704
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A/R Temran Km. 0/0 to 3/0
60
-
704
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
45
-
704
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A/R Madkola Makan Km. 1/100 to 2/400
30
-
704
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A/R Diphor Km. 0/0 to 4/700
30
-
704
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A/R Chikali Badra Km. 1/0 ls 2/0
15
-
704
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A/R Patiya Km. 0/0 to 5/0
15
-
704
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Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500 mm dia
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
7.5
-
1171
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A/R Padliya Km. 0/0 to 2/0
7.5
-
1171
... More
A/R Temran Km. 0/0 to 3/0
7.5
-
1171
... More
A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
7.5
-
1171
... More
A/R Madkola Makan Km. 1/100 to 2/400
7.5
-
1171
... More
A/R Diphor Km. 0/0 to 4/700
7.5
-
1171
... More
A/R Patiya Km. 0/0 to 5/0
7.5
-
1171
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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 75 mm thick
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
0.3
-
356
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A/R Padliya Km. 0/0 to 2/0
0.3
-
356
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A/R Temran Km. 0/0 to 3/0
0.3
-
356
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A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
0.3
-
356
... More
A/R Madkola Makan Km. 1/100 to 2/400
0.3
-
356
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A/R Diphor Km. 0/0 to 4/700
0.3
-
356
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A/R Chikali Badra Km. 1/0 ls 2/0
0.75
-
356
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A/R Patiya Km. 0/0 to 5/0
0.86
-
356
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Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204. Flush and Rulled Type
-
-
-
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A/R Sand Moti Km. 0/0 to 5/0
16.87
-
82
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A/R Padliya Km. 0/0 to 2/0
16.87
-
82
... More
A/R Temran Km. 0/0 to 3/0
16.87
-
82
... More
A/R Dhodia to Mudari Main road via Primary School Km. 0/0 to 4/0
16.87
-
82
... More
A/R Madkola Makan Km. 1/100 to 2/400
16.87
-
82
... More
A/R Diphor Km. 0/0 to 4/700
16.87
-
82
... More
A/R Chikali Badra Km. 1/0 ls 2/0
30
-
82
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A/R Patiya Km. 0/0 to 5/0
39.37
-
82
... More
Total Construction Part
1
-
-
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Routine Mainteenance work After Completion of works for Five Year Fixed Amount
-
-
-
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1st year (1.12% of Total Project cost)
22.8
-
11508.96
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2nd year (1.43% of Total Project cost)
22.8
-
14694.48
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3rd year (1.83% of Total Project cost)
22.8
-
18804.82
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4th year (2.15% of Total Project cost)
22.8
-
22093.09
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5th year (2.47% of Total Project cost)
22.8
-
25381.37
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Total Estimated cost for Maintenance work 9% Of Construction Cost
22.8
-
92482.71
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