Pradhan Mantri Gram Sadak Yojana Tender
Search from over 12139+ business opportunities that have been announced from the biggest Mahatenders, e tender Maharashtra, Maharashtra government tenders, and the Online Tender Notices posted on Maharashtra e tenders till date. Find opportunities that have come in from the multiple corporations, Maharashtra government departments, State PSUs, and Private companies from the state.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Aug 2024
Closing Date28 Aug 2024
Tender Amount₹ 4,57,98,595
Costs
EMD
₹ 2,29,000Document Cost
₹ 11,800Tender 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
2024_CEMAH_136029_4Tender No
T.No.07/PMGSY-III-Bridge/24-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Removing all types of Hume pipes and stacking within all lead & lift of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
85.5
69066
807.8
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
30.6
24718
807.8
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
-
-
-
(i) Upto 3m depth
11248.43
6047718
537.65
(ii) 3m To 6m Depth
202.57
129330
638.45
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
-
-
-
I) Ordinary Soil
2357.06
1267273
537.65
Ordinary Rock Not Required Blasting
846.13
568641
672.05
Hard Rock Required Blasting
919.59
957844
1041.6
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 3.0 BHP pump etc. complete. (prior approval ofSuperintending Engineer will be necessary)
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
1763.7
315702
179
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
1927.55
387437
201
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
288.08
721165
2503.35
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
114.99
261194
2271.45
Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
25.13
137655
5477.75
Providing concrete for M-15 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
96.43
552611
5730.7
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
116.8
629306
5387.9
Providing concrete for M-20 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
33.51
208348
6217.5
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
26.34
154042
5848.25
Providing concrete for M-25 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
170.96
1163587
6806.2
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
17.51
110229
6295.21
Providing concrete for M-25 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
76.45
491833
6433.4
Providing concrete for M-30 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
247.45
1723365
6964.5
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
199.5
1314784
6590.4
Supplying, fitting and placingTOne Metric Tone bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
23.21
1453311
62615.75
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
21.16
1323876
62565.05
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
P.C.C. grade M 25 abutment
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
73.21
493823
6745.3
Plain/reinforced cement concrete M-30 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
187.05
1328391
7101.8
Supplying, fitting and placing TOne Metric Tone bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
12.81
805079
62847.7
Providing and fabricating structural steel work for Sakav Decking in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted/welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc.complete.
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
0.61
47142
77282.9
Manufacturing with QAP & Fabrication of KT weir needle gates - straight type size 2.15 x 0.5 m - 94 kg weight as per relevant Indian standards with all material, mild steel confirming to IS 2062. Rubber seal confirming to IS 4623 & welding electrodes AWS E6013 for general weld joints. it includes all materials, Labour charges, machinery charges, 1 km lead charges oftransportation , loading and unloading charges of Gate parts at site, inspection & quality control charges , sand blasting , painting with one coat of Zinc rich primer on dry film to give total dryfilm thcikness 70 + / -5 microns and 2 coats of sloventless coat tar epoxy paint applied to give minimum dry film thickness of 150 + / -5 micron per coat as per IS 14177
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
2.01
148613
73937
Plain/reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
120.38
856882
7118.15
Plain/reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
136.52
998998
7317.6
Plain/reinforced cement concrete M-30 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
127.31
951756
7475.9
Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
17.07
1073676
62898.45
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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
25
20640
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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
158.02
921604
5832.2
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
118.9
652683
5489.35
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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
117.56
252113
2144.55
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
106.04
189753
1789.45
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
1162.42
3489410
3001.85
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
458.45
1269860
2769.9
I) 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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
150
27465
183.1
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
42
7690
183.1
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
93.21
252892
2713.15
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
21.59
50909
2358
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
126.43
737365
5832.2
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
43.19
237085
5489.35
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
72.36
140360
1939.75
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
26.46
42952
1623.3
Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
156.86
1394438
8889.7
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
157.63
1342314
8515.6
Providing and laying cement concrete wearing course M 30 grade Excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
19.69
241587
12271.1
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
16.88
200761
11897
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
11.59
751047
64801.3
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
11.24
727557
64729.35
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x50) 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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
84.99
142723
1679.3
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
76
127626
1679.3
Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR 2019-20) BR Item no.13.02 Pg no 118
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
101.63
10061
99
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
33.75
3341
99
Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWD CSR for 2018-19) BR 43B Item no.14.33 pg no.123
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
108.76
118113
1086
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
95.8
104038
1086
Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
2
19926
9963
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.79 and the drawings
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
4
3288
822
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
587.22
1585
2.7
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
300
810
2.7
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
12.6
4458
353.85
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
64.86
3943
60.8
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
27
1526
56.55
Excavation for roadwork in soil with hydraulic excavator of 0.9 One Cubic Meter bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
302.4
17100
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 compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
272.16
15880
58.35
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
16.2
945
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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
339.9
129450
380.85
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
375
142818
380.85
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
593.71
244400
411.65
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
15.75
6483
411.65
Construction of Shoulders as per Technical Specification Clause 407. A. Earthen Shoulders
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
65.79
27082
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
184.7
327833
1774.95
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
108
191694
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
91.13
237594
2607.2
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
101.25
227721
2249.1
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
67.04
169168
2523.4
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
39.75
214169
5387.9
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ One Cubic Meter, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer)etc. complete.
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
42.19
165727
3928.35
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)
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
84.38
628901
7453.65
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 Technical Specification Clause 502
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
893.9
49432
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 & cleaned with Hydraulic broom as per Technical Specification Clause 503.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
893.9
15598
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
893.9
134666
150.65
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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
893.9
51980
58.15
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
53
303727
5730.7
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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
140
84588
604.2
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
100
60420
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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
84
251160
2990
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
60
179400
2990
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
1
14907
14907.35
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
1
24106
24106.7
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
1
24106
24106.7
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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
4
36087
9021.95
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
5
19235
3847
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
2
54295
27147.8
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
84
30744
366
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
100
36600
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 sqm 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.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
90.75
60439
666
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
72.75
48451
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)"
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
60
294720
4912
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
10
49120
4912
Providing and Fixing of Retro Reflectorised direction & place identification sign boards made out of retro reflective sheeting of High Intensity prismatic grade conforming to IRC-67: 2012 & Type IV standards of ASTM D4956-09 specifications, fixed over 4 mm thick ACP sheet supported with Back support frame of 35x35x5mm mild steel angle with areas not exceeding 0.9 sqm. Supported in mild steel angle iron post 75x75x6mm - 3.5 One Metric Toner height ,firmly fixed to the grounf by means of properly designed foundation of M 20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level complete (as per MoRT&H specification No.801) (for area Less than 0.9 sqm). 7Both border & background shall be retro reflective as per Type IV standards. 7 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor(Bottom of the board shall be at least 2.6 One Metric Toner. above ground level) Specification: IRC 67:2012. There shall be a stamp behind the ACP sheet carrying the name of the supplier, Name of sheeting Manufacturer, Type of retro reflective sheeting, Installation month & year, Warranty period for retro reflective sheeting.
-
-
-
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
1.8
55839
31022.1
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
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
12
2398
199.9
2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
5.25
1049
199.9
Providing uncoursed rubble stone masonry of trap/ granite/ quartzite/ gneiss metal in CM 1:5 for foundation of piers, abutments, wings etc. including bailing out of water, striking joints, scaffolding and watering etc.complete.
-
-
-
1) Construction of Submerssible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar
36.75
80789
2198.35
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements