Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 12,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_CERJ_62786_1Bid Award Id
ViewTender No
SNIT No 05/PMGSY/2018-19 ACE PWD JodhpurTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
CD work 8 Span x 6.0 m at Ch. 11/050
261.66
46575
178
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.Hard rock (requiring blasting) Assume 30% quantity of total quantity of E/W
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
143.41
54352
379
CD work 8 Span x 6.0 m at Ch. 10/150
113.14
42880
379
CD work 8 Span x 6.0 m at Ch. 11/050
112.14
42501
379
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
45.28
159775
3529
CD work 8 Span x 6.0 m at Ch. 10/150
34.52
121821
3529
CD work 8 Span x 6.0 m at Ch. 11/050
39.15
138153
3529
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:4 cement mortar
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
424.17
1321292
3115
CD work 8 Span x 6.0 m at Ch. 10/150
223.08
694906
3115
CD work 8 Span x 6.0 m at Ch. 11/050
302.85
943390
3115
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Flush and Rulled Type
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
130.66
5879
45
CD work 8 Span x 6.0 m at Ch. 10/150
59.08
2658
45
CD work 8 Span x 6.0 m at Ch. 11/050
101.42
4564
45
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7 Abutment
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
32
2944
92
CD work 8 Span x 6.0 m at Ch. 10/150
16
1472
92
CD work 8 Span x 6.0 m at Ch. 11/050
24
2208
92
Stone masonry in cement mortar for substructure complete as per drawing & MoRD specification Clauses 702, 704, 1202 and 1204. Random rubble masonry In 1:3 cement mortar
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
6.48
23166
3575
CD work 8 Span x 6.0 m at Ch. 10/150
10.85
38803
3575
CD work 8 Span x 6.0 m at Ch. 11/050
9.72
34749
3575
Plastering with cement mortar (1:4), 20 mm thick on Stone work.
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
50.4
8265
164
CD work 8 Span x 6.0 m at Ch. 10/150
84.42
13844
164
CD work 8 Span x 6.0 m at Ch. 11/050
75.6
12398
164
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
108
38448
356
CD work 8 Span x 6.0 m at Ch. 10/150
180
64080
356
CD work 8 Span x 6.0 m at Ch. 11/050
162
57672
356
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and MoRD specifications Clauses 800, 900 and 1208.3
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
106.2
256154
2412
CD work 8 Span x 6.0 m at Ch. 10/150
106.2
256154
2412
CD work 8 Span x 6.0 m at Ch. 11/050
106.2
256154
2412
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRD Specification Clause 1701
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
337.14
38433
114
CD work 8 Span x 6.0 m at Ch. 10/150
371.16
42312
114
CD work 8 Span x 6.0 m at Ch. 11/050
362.34
41306
114
Providing and laying reinforced cement concrete in superstructure as per drawing and MoRD specifications Clauses 800, 1205.4 and 1205.5 R.C.C. Grade M 30
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
237.94
1337208
5620
CD work 8 Span x 6.0 m at Ch. 10/150
237.94
1337208
5620
CD work 8 Span x 6.0 m at Ch. 11/050
237.94
1337208
5620
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRD specifications Clauses 1002, 1010 and 1202
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
22.41
1477362
65936
CD work 8 Span x 6.0 m at Ch. 10/150
22.41
1477362
65936
CD work 8 Span x 6.0 m at Ch. 11/050
22.41
1477362
65936
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
966.95
172117
178
CD work 8 Span x 6.0 m at Ch. 10/150
838.04
149171
178
CD work 8 Span x 6.0 m at Ch. 11/050
793.9
141314
178
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. Hard rock (requiring blasting)
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
414.41
157061
379
CD work 8 Span x 6.0 m at Ch. 10/150
359.16
136122
379
CD work 8 Span x 6.0 m at Ch. 11/050
340.24
128951
379
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
131.74
464913
3529
CD work 8 Span x 6.0 m at Ch. 10/150
110.69
390607
3529
CD work 8 Span x 6.0 m at Ch. 11/050
119.78
422693
3529
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:4 cement mortar
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
904.45
2817346
3115
CD work 8 Span x 6.0 m at Ch. 10/150
539.88
1681729
3115
CD work 8 Span x 6.0 m at Ch. 11/050
688.86
2145805
3115
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Flush and Rulled Type
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
661.4
29762
45
CD work 8 Span x 6.0 m at Ch. 10/150
336.94
15162
45
CD work 8 Span x 6.0 m at Ch. 11/050
536.61
24147
45
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
1226.03
218232
178
CD work 8 Span x 6.0 m at Ch. 10/150
1697.44
302145
178
CD work 8 Span x 6.0 m at Ch. 11/050
1392.41
247849
178
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. Hard rock (requiring blasting)
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
525.44
199141
379
CD work 8 Span x 6.0 m at Ch. 10/150
727.48
275713
379
CD work 8 Span x 6.0 m at Ch. 11/050
596.75
226167
379
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
195.67
690533
3529
CD work 8 Span x 6.0 m at Ch. 10/150
261.5
922837
3529
CD work 8 Span x 6.0 m at Ch. 11/050
260.17
918122
3529
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:4 cement mortar
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
2143.41
6676725
3115
CD work 8 Span x 6.0 m at Ch. 10/150
1971.59
6141505
3115
CD work 8 Span x 6.0 m at Ch. 11/050
2291.86
7139150
3115
Pointing with cement mortar (1:3) on Stone work as per drawing and MoRD specification Clauses 613.3 and 1204 Flush and Rulled Type
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
636
28620
45
CD work 8 Span x 6.0 m at Ch. 10/150
540
24300
45
CD work 8 Span x 6.0 m at Ch. 11/050
774
34830
45
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
60
21360
356
CD work 8 Span x 6.0 m at Ch. 10/150
100
35600
356
CD work 8 Span x 6.0 m at Ch. 11/050
90
32040
356
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD specification Clauses 614, 709, 1204.3.7
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
480
44160
92
CD work 8 Span x 6.0 m at Ch. 10/150
400
36800
92
CD work 8 Span x 6.0 m at Ch. 11/050
540
49680
92
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRD specifications Clauses 800 and 1206.3
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
29.87
296957
9942
CD work 8 Span x 6.0 m at Ch. 10/150
29.87
296957
9942
CD work 8 Span x 6.0 m at Ch. 11/050
29.87
296957
9942
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRD specifications
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
3712.5
33412
9
CD work 8 Span x 6.0 m at Ch. 10/150
3712.5
33412
9
CD work 8 Span x 6.0 m at Ch. 11/050
3712.5
33412
9
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and MoRD specifications
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
675
7020
10.4
CD work 8 Span x 6.0 m at Ch. 10/150
675
7020
10.4
CD work 8 Span x 6.0 m at Ch. 11/050
675
7020
10.4
Providing and fillling joint sealing compound as per drawings and MoRD specifications with coarse sand and 6 per cent bitumen by weight.
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
67.5
1687
25
CD work 8 Span x 6.0 m at Ch. 10/150
67.5
1687
25
CD work 8 Span x 6.0 m at Ch. 11/050
67.5
1687
25
Drainage spouts complete as per drawing and MoRD specifications Clause 1209
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
13
12233
941
CD work 8 Span x 6.0 m at Ch. 10/150
16
15056
941
CD work 8 Span x 6.0 m at Ch. 11/050
16
15056
941
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
57.6
25804
448
CD work 8 Span x 6.0 m at Ch. 10/150
96
43008
448
CD work 8 Span x 6.0 m at Ch. 11/050
86.4
38707
448
Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRD specification Clause 1204.3.8. Sandy material
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
800.18
1050629
1313
CD work 8 Span x 6.0 m at Ch. 10/150
595.88
782383
1313
CD work 8 Span x 6.0 m at Ch. 11/050
944.89
1240637
1313
Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per MoRD Specification Clause 301.5
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
334.62
11377
34
CD work 8 Span x 6.0 m at Ch. 10/150
263.99
8975
34
CD work 8 Span x 6.0 m at Ch. 11/050
261.66
8896
34
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. By Manual Means
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
29.48
31685
1075
CD work 8 Span x 6.0 m at Ch. 10/150
49.13
52809
1075
CD work 8 Span x 6.0 m at Ch. 11/050
44.21
47528
1075
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
29.48
36902
1252
CD work 8 Span x 6.0 m at Ch. 10/150
49.13
61504
1252
CD work 8 Span x 6.0 m at Ch. 11/050
44.21
55354
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
393
16506
42
CD work 8 Span x 6.0 m at Ch. 10/150
655
27510
42
CD work 8 Span x 6.0 m at Ch. 11/050
589.5
24759
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.
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
393
5895
15
CD work 8 Span x 6.0 m at Ch. 10/150
655
9825
15
CD work 8 Span x 6.0 m at Ch. 11/050
589.5
8842
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)
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
27.38
174324
6368
CD work 8 Span x 6.0 m at Ch. 10/150
40.48
257744
6368
CD work 8 Span x 6.0 m at Ch. 11/050
37.2
236889
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.Bitumen (VG-30)
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
547.5
70080
128
CD work 8 Span x 6.0 m at Ch. 10/150
809.5
103616
128
CD work 8 Span x 6.0 m at Ch. 11/050
744
95232
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 - I : Type A. Bitumen (VG-30)
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
547.5
36135
66
CD work 8 Span x 6.0 m at Ch. 10/150
809.5
53427
66
CD work 8 Span x 6.0 m at Ch. 11/050
744
49104
66
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
248.17
44174
178
CD work 8 Span x 6.0 m at Ch. 10/150
248.17
44174
178
CD work 8 Span x 6.0 m at Ch. 11/050
248.17
44174
178
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. Hard rock (requiring blasting)
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
106.36
40309
379
CD work 8 Span x 6.0 m at Ch. 10/150
106.36
40309
379
CD work 8 Span x 6.0 m at Ch. 11/050
106.36
40309
379
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
69.52
245321
3529
CD work 8 Span x 6.0 m at Ch. 10/150
69.52
245321
3529
CD work 8 Span x 6.0 m at Ch. 11/050
69.52
245321
3529
Stone masonry work in cement mortar in foundation complete as per drawing and MoRD specifications Clauses 702, 704, 1202 & 1203.Random Rubble Masonry In 1:4 cement mortar
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
69.69
217096
3115
CD work 8 Span x 6.0 m at Ch. 10/150
69.69
217096
3115
CD work 8 Span x 6.0 m at Ch. 11/050
69.69
217096
3115
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRD Specification Clause 202.Reinforced Cement Concrete
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
270
189540
702
CD work 8 Span x 6.0 m at Ch. 10/150
270
189540
702
CD work 8 Span x 6.0 m at Ch. 11/050
270
189540
702
Providing and laying of dry rubble flooring complete as per drawings and MoRD specifications Clause 1303.3
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
100.8
129931
1289
CD work 8 Span x 6.0 m at Ch. 10/150
100.8
129931
1289
CD work 8 Span x 6.0 m at Ch. 11/050
100.8
129931
1289
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 20 Nominal mix (1:2:4).
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
33.6
135441
4031
CD work 8 Span x 6.0 m at Ch. 10/150
33.6
135441
4031
CD work 8 Span x 6.0 m at Ch. 11/050
33.6
135441
4031
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
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
1
10822
10822
CD work 8 Span x 6.0 m at Ch. 10/150
1
10822
10822
CD work 8 Span x 6.0 m at Ch. 11/050
1
10822
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.
-
-
-
CD work 8 Span x 6.0 m at Ch. 9/275
1
8712
8712
CD work 8 Span x 6.0 m at Ch. 10/150
1
8712
8712
CD work 8 Span x 6.0 m at Ch. 11/050
1
8712
8712
Total (A)
1
55249724
-
Annual maintenance charges for fixed amount roadwise
-
-
-
1st year (1.12% of Total Project cost)
1
622223
622223
2nd year (1.43% of Total Project cost)
1
794444
794444
3rd year (1.83% of Total Project cost)
1
1016667
1016667
4th year (2.15% of Total Project cost)
1
1194444
1194444
5th year (2.47% of Total Project cost)
1
1372222
1372222
Total Mtc. Cost (9.0% of Total Project cost)
1
5000000
5000000
Evaluation Notes How It Works ?
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