Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date7 Oct 2024
Closing Date12 Oct 2024
Tender Amount₹ 3,57,19,076
Costs
EMD
₹ 1,80,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_136577_1Tender No
T.No.07(2ndCall)/Bridge/24-25Tender 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
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
82.5
38923
471.8
Earthwork in excavation for structures as per drawing and technical 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.
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(i) Upto 3m depth
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
4723.04
2539342
537.65
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
8862.95
4765165
537.65
(ii) Upto 3m to 6m
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
57.02
36404
638.45
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
83.42
53259
638.45
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval ofSuperintending Engineer will be necessary)
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
1202.66
241734
201
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
1495.68
300631
201
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
212.08
506319
2387.4
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
330.89
789966
2387.4
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
142.58
856264
6005.5
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
77.57
465846
6005.5
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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P.C.C. grade M 20
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
23.81
155620
6535.95
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
30.92
202091
6535.95
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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-
R.C.C. grade M 25
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
76.18
542927
7126.9
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
107.84
768564
7126.9
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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R.C.C. grade M 30
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
129.09
940549
7286
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
151.62
1104703
7286
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
12.87
806272
62647.45
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
15
939711
62647.45
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
30
24768
825.6
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
45
37152
825.6
Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
106.6
651000
6106.95
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
312.91
1910925
6106.95
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
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RCC Grade M-30
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
117.62
917130
7797.4
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
150.62
1174444
7797.4
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
7.05
443657
62930.15
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
9.43
593431
62930.15
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
77.82
203409
2613.85
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
66.38
173507
2613.85
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
189.38
546522
2885.85
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
193.95
559710
2885.85
Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
52.2
123084
2357.95
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
60.91
143622
2357.95
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 technical specification Clauses 614, 709, 1204.3.7
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
109
19957
183.1
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
97
17760
183.1
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
43.49
138404
3182.45
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
66.64
212078
3182.45
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
116.98
714391
6106.95
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
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R.C.C. Grade M 30
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
77.07
709903
9211.15
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
130.89
1205647
9211.15
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
14.99
188763
12592.6
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
22.46
282829
12592.6
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
4.29
278133
64833
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
8.52
552377
64833
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
76.42
128332
1679.3
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
102.93
172850
1679.3
Providing tar paper bearing including laying in proper position etc. complete.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
6.36
629
99
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
6.77
670
99
Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete.
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
57.24
62162
1086
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
75.04
81493
1086
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 One Cubic Meter in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
45
79872
1774.95
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
1107
2988
2.7
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
800
2160
2.7
Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
279.6
15811
56.55
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
462.86
26174
56.55
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
237.66
13867
58.35
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
416.58
24307
58.35
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 Technical Specification Clause 301.5
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
441.84
168274
380.85
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
383.14
145918
380.85
Construction of Shoulders as per Technical Specification Clause 407.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
252.29
103855
411.65
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
157.99
65036
411.65
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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
450
185242
411.65
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor 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 Technical Specification Clause 401.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
321.3
570291
1774.95
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
157.37
279323
1774.95
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 Technical Specification Clause 405.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
84.38
259924
3080.4
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
134.55
414467
3080.4
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 Technical Specification Clause 405.
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
66.26
204773
3090.45
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/One Square Meter using mechanical means as per Technical Specification Clause 502
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
1202.25
66484
55.3
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 and cleaned with Hydraulic broom as per Technical Specification Clause 503
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
877.5
15312
17.45
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 Technical Specification Clause 508.
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
877.5
144392
164.55
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 (by Paver finisher) and Type C as per Technical Specification Clause 510
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
877.5
53878
61.4
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
100
607100
6071
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 15
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
106
630281
5946.05
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
136
82171
604.2
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
133.4
80600
604.2
Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirming to Type XI of ASTM D4956 -09 with White Color and Red Color combination and having minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shall consist of powder coated or painted Mild steel of minimum thickness 1.0mm.and core-shell structure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of the delineator shall extend 300mm beyond the shell length from bottom for installing in the ground. The extended portion shall have slots to insert anchoring rods for enhancing the concrete grip. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplastic used for making the delineator body shall have minimum initial mechanical properties of600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
60
179400
2990
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
80
239200
2990
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
2
29814
14907.35
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
1
14907
14907.35
MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
2
48213
24106.7
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
1
24106
24106.68
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
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
9
34623
3847
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
5
19235
3847
Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
9
244330
27147.8
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
2
54295
27147.8
Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
35
12810
366
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
133.4
48824
366
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per One Square Meter area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
40.2
26773
666
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
60
39960
666
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W "metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)"
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-
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
10
49120
4912
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
162
32383
199.9
2) Construction of Submerssible Bridge At Ch. 4+240 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
12
2398
199.9
Providing and laying cement concrete pipe of IS 458:2003 NP-2 in proper line, level and slope including providing and fixing collars in cement mortar 1:2and curing etc. complete.
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-
1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
30
214198
7139.95
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 One Cubic Meter capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,edges, 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, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501(excluding dowel bars and Polythene sheet)
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1) Construction of Submerssible Bridge At Ch. 8+885 on SH 339 (Chacher) To Barshi To Tuman Toll (TR-03) Road Tah. Mouda
191.25
1558544
8149.25
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