Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 9,12,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CERJ_64481_12Bid Award Id
ViewTender No
Short Term NIT No.07/2018-19 ACE PWD Zone JodhpurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Vatera to Nawapura Dhawacha km 0/0 to 4/600
1.84
22795
12389
Morseem to Devda Ka Goliya km 0/0 to 4/350
1.74
21556
12389
Sobrawas to Chajala km 0/0 to 4/300
1.72
21309
12389
AR to Sindhra km 0/0 to 5/0
2
24778
12389
Seekwada to Chandna km 0/0 to 1/25
0.16
1982
12389
AR to Ambatri km 0/0 to 3/500
1.4
17344
12389
Silasan to Baratha km 0/0 to 5/500
3
37167
12389
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 50 m as per MoRD Specification Clause 301.5
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
1080
60480
56
Nai Morseem to Kharwa km 0/0 to 5/300
954
53424
56
Vatera to Nawapura Dhawacha km 0/0 to 4/600
828
46368
56
Morseem to Devda Ka Goliya km 0/0 to 4/350
783
43848
56
Sobrawas to Chajala km 0/0 to 4/300
774
43344
56
AR to Ambatri km 0/0 to 3/500
1237.5
69300
56
Silasan to Baratha km 0/0 to 5/500
1250
70000
56
Construction of granular sub-base by providing well graded material, 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
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
675
302400
448
Nai Morseem to Kharwa km 0/0 to 5/300
596.25
267120
448
Vatera to Nawapura Dhawacha km 0/0 to 4/600
517.5
231840
448
Morseem to Devda Ka Goliya km 0/0 to 4/350
489.38
219240
448
Sobrawas to Chajala km 0/0 to 4/300
483.75
216720
448
AR to Sindhra km 0/0 to 5/0
562.5
252000
448
Seekwada to Chandna km 0/0 to 1/25
140.63
63000
448
AR to Ambatri km 0/0 to 3/500
1034.13
463288
448
Silasan to Baratha km 0/0 to 5/500
562.5
252000
448
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 & binding materials 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
-
-
-
AR to Ambatri km 0/0 to 3/500
154.69
181758
1175
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
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
84.38
135168
1602
Nai Morseem to Kharwa km 0/0 to 5/300
74.53
119398
1602
Vatera to Nawapura Dhawacha km 0/0 to 4/600
64.69
103628
1602
Morseem to Devda Ka Goliya km 0/0 to 4/350
61.17
97997
1602
Sobrawas to Chajala km 0/0 to 4/300
60.47
96871
1602
AR to Sindhra km 0/0 to 5/0
70.31
112640
1602
Seekwada to Chandna km 0/0 to 1/25
147.66
236544
1602
AR to Ambatri km 0/0 to 3/500
203.91
275680
1352
Silasan to Baratha km 0/0 to 5/500
1001.25
1253565
1252
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
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
1125
47250
42
Nai Morseem to Kharwa km 0/0 to 5/300
993.75
41737
42
Vatera to Nawapura Dhawacha km 0/0 to 4/600
862.5
36225
42
Morseem to Devda Ka Goliya km 0/0 to 4/350
815.63
34256
42
Sobrawas to Chajala km 0/0 to 4/300
806.25
33862
42
AR to Sindhra km 0/0 to 5/0
937.5
39375
42
Seekwada to Chandna km 0/0 to 1/25
2008.13
84341
42
AR to Ambatri km 0/0 to 3/500
2062.5
86625
42
Silasan to Baratha km 0/0 to 5/500
13350
560700
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.
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
22500
337500
15
Nai Morseem to Kharwa km 0/0 to 5/300
19875
298125
15
Vatera to Nawapura Dhawacha km 0/0 to 4/600
17250
258750
15
Morseem to Devda Ka Goliya km 0/0 to 4/350
16312.5
244687
15
Sobrawas to Chajala km 0/0 to 4/300
16125
241875
15
AR to Sindhra km 0/0 to 5/0
19125
286875
15
Seekwada to Chandna km 0/0 to 1/25
4781.25
71718
15
AR to Ambatri km 0/0 to 3/500
13387.5
200812
15
Silasan to Baratha km 0/0 to 5/500
18750
281250
15
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRD Specification Clause 504. Bitumen (VG-30)
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
208.13
1325340
6368
Nai Morseem to Kharwa km 0/0 to 5/300
183.38
1167732
6368
Vatera to Nawapura Dhawacha km 0/0 to 4/600
159.38
1014900
6368
Morseem to Devda Ka Goliya km 0/0 to 4/350
150
955200
6368
Sobrawas to Chajala km 0/0 to 4/300
148.13
943260
6368
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)
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
22950
2937600
128
Nai Morseem to Kharwa km 0/0 to 5/300
20272.5
2594880
128
Vatera to Nawapura Dhawacha km 0/0 to 4/600
17595
2252160
128
Morseem to Devda Ka Goliya km 0/0 to 4/350
16638.75
2129760
128
Sobrawas to Chajala km 0/0 to 4/300
16447.5
2105280
128
AR to Sindhra km 0/0 to 5/0
19125
2448000
128
Seekwada to Chandna km 0/0 to 1/25
4781.25
612000
128
AR to Ambatri km 0/0 to 3/500
13387.5
1713600
128
Silasan to Baratha km 0/0 to 5/500
18750
2400000
128
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)
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
22950
1101600
48
Nai Morseem to Kharwa km 0/0 to 5/300
20272.5
973080
48
Vatera to Nawapura Dhawacha km 0/0 to 4/600
17595
844560
48
Morseem to Devda Ka Goliya km 0/0 to 4/350
16638.75
798660
48
Sobrawas to Chajala km 0/0 to 4/300
16447.5
789480
48
AR to Sindhra km 0/0 to 5/0
19125
918000
48
Seekwada to Chandna km 0/0 to 1/25
4781.25
229500
48
AR to Ambatri km 0/0 to 3/500
13387.5
642600
48
Silasan to Baratha km 0/0 to 5/500
18750
900000
48
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
-
-
-
AR to Sindhra km 0/0 to 5/0
207
1145952
5536
Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications. 5th Kilometre Stone
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
2
338
169
Nai Morseem to Kharwa km 0/0 to 5/300
2
338
169
Vatera to Nawapura Dhawacha km 0/0 to 4/600
1
169
169
Morseem to Devda Ka Goliya km 0/0 to 4/350
1
169
169
Sobrawas to Chajala km 0/0 to 4/300
1
169
169
AR to Sindhra km 0/0 to 5/0
2
338
169
Seekwada to Chandna km 0/0 to 1/25
1
169
169
AR to Ambatri km 0/0 to 3/500
2
338
169
Silasan to Baratha km 0/0 to 5/500
2
338
169
Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications. Ordinary Kilometre Stone
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
5
675
135
Nai Morseem to Kharwa km 0/0 to 5/300
5
675
135
Vatera to Nawapura Dhawacha km 0/0 to 4/600
4
540
135
Morseem to Devda Ka Goliya km 0/0 to 4/350
4
540
135
Sobrawas to Chajala km 0/0 to 4/300
4
540
135
AR to Sindhra km 0/0 to 5/0
5
675
135
Seekwada to Chandna km 0/0 to 1/25
2
270
135
AR to Ambatri km 0/0 to 3/500
3
405
135
Silasan to Baratha km 0/0 to 5/500
4
540
135
Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including wr Traffic Sign Boards (cautionery, mandatory & informatory) Traffic Sign Boards (cautionery, mandatory & informatory)
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
25
2875
115
Nai Morseem to Kharwa km 0/0 to 5/300
25
2875
115
Vatera to Nawapura Dhawacha km 0/0 to 4/600
20
2300
115
Morseem to Devda Ka Goliya km 0/0 to 4/350
20
2300
115
Sobrawas to Chajala km 0/0 to 4/300
20
2300
115
AR to Sindhra km 0/0 to 5/0
25
2875
115
Seekwada to Chandna km 0/0 to 1/25
7
805
115
AR to Ambatri km 0/0 to 3/500
20
2300
115
Silasan to Baratha km 0/0 to 5/500
20
2300
115
Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including wr Traffic Sign Boards (cautionery, mandatory & informatory) Direction & Place Identification sign boards including painting of posts.
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
28
5684
203
Nai Morseem to Kharwa km 0/0 to 5/300
28
5684
203
Vatera to Nawapura Dhawacha km 0/0 to 4/600
28
5684
203
Morseem to Devda Ka Goliya km 0/0 to 4/350
28
5684
203
Sobrawas to Chajala km 0/0 to 4/300
28
5684
203
AR to Sindhra km 0/0 to 5/0
28
5684
203
Seekwada to Chandna km 0/0 to 1/25
28
5684
203
AR to Ambatri km 0/0 to 3/500
28
5684
203
Silasan to Baratha km 0/0 to 5/500
20
4060
203
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm side octagon
-
-
-
Bagoda to Kuda Dhawacha km 0/0 to 6/0
2
4268
2134
Nai Morseem to Kharwa km 0/0 to 5/300
2
4268
2134
Vatera to Nawapura Dhawacha km 0/0 to 4/600
2
4268
2134
Morseem to Devda Ka Goliya km 0/0 to 4/350
2
4268
2134
Sobrawas to Chajala km 0/0 to 4/300
2
4268
2134
AR to Sindhra km 0/0 to 5/0
2
4268
2134
Seekwada to Chandna km 0/0 to 1/25
1
2134
2134
AR to Ambatri km 0/0 to 3/500
3
6402
2134
Silasan to Baratha km 0/0 to 5/500
1
2134
2134
Total (A)
1
41713610
-
Annual maintenance charges for fixed amount roadwise
-
-
-
1st year (1.12% of Total Project cost)
39.8
467196
11738.61
2nd year (1.43% of Total Project cost)
39.8
596510
14987.69
3rd year (1.83% of Total Project cost)
39.8
763366
19180.06
4th year (2.15% of Total Project cost)
39.8
896850
22533.94
5th year (2.47% of Total Project cost)
39.8
1030335
25887.83
Total Mtc. Cost (9.0% of Total Project cost)
39.8
3754260
94328.14
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