Road Transport and Highways Government Departments Closing in 0 days TDR #44859698

1) Construction Of Submersible Bridge At Ch.3+570 On Sindhi To Gowari To Khairi L To Mdr 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar 2) Construction Of Submersible Bridge At Ch.0+360 On Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka B

Issued by Government Departments · saoner, Maharashtra
Tender Value
4.57 Crore
Estimated cost
Bid Submission
28 Aug 2024
0 days left
EMD
2.29 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online

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Competition Type
NCB
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Tender
Location / State
saoner → Maharashtra
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Project Description

1) Construction of Submersible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar 2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner Tah. Saoner ,

BOQ

Name of Work: 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) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner Tah. Saoner ,
Sl. No. Item Description
1Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
21) 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
32) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner Tah. Saoner
4Removing all types of Hume pipes and stacking within all lead & liftof 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
51) 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
62) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
7Earthwork 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 suitablematerial.
81) 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
9(i) Upto 3m depth
10(ii) 3m To 6m Depth
112) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
12I) Ordinary Soil
13Ordinary Rock Not Required Blasting
14Hard Rock Required Blasting
15Dewatering 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 andafterexcavationasmayberequiredbyusing3.0BHPpumpetc.complete.(priorapprovalofSuperintending Engineer will be necessary)
161) 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
172) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
18Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
191) 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
202) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
21Filling annular space around footing in rock as per technical specification Clause 1203.4.3.
222) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
23Providing concrete for M-15 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
241) 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
252) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
26Providing concrete for M-20 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
271) 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
282) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
29Providing concrete for M-25 plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
301) 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
312) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
32Providing concrete for M-25plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
332) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
34Providing concrete for M-30plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
351) 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
362) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
37Supplying, fitting and placingTOne Metric Tone bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
381) 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
392) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
40Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
41P.C.C. grade M 25abutment
422) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
43Plain/reinforced cement concrete M-30 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
442) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
45Supplying, fitting and placing TOne Metric Tone bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
462) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
47Providing and fabricating structural steel work for Sakav Decking in rolled sections like joists,channels,angles,teesetc.asperdetaileddesignanddrawingsorasdirected including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted/weldedconnectionswithoutconnectingplates,bracesetc.andincludingonecoatof anticorrosive paint and over it two coats of oil painting of approved quality and shade etc.complete.
482) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
49Manufacturing 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 , loadingand 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
502) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
51Plain/reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
521) 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
53Plain/reinforced cement concrete M-25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
541) 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
55Plain/reinforced cement concrete M-30in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
561) 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
57Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
581) 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
59Providing 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
601) 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
61Providing 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
621) 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
632) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
64Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize 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 specificationClause 1204.3.8
651) 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
662) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
67Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
681) 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
692) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
70I) 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
711) 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
722) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
73Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
741) 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
752) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
76Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
771) 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
782) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
79Providingand 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.
801) 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
812) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
82Providing and laying reinforced cement concrete M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
831) 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
842) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
85Providing and laying cement concrete wearing course M 30 grade Excluding reinforcementcomplete as per drawing and technical specifications Clauses 800 and 1206.3
861) 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
872) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
88Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
891) 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
902) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
91Providing 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
921) 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
932) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
94Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWDCSR 2019-20) BRItem no.13.02 Pg no 118
951) 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
962) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
97Expansion joint with 25 mm thich bitumenous pad / Compressible Rubber Pad (Rate as per PWDCSR for 2018-19) BR 43B Item no.14.33 pg no.123
981) 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
992) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
100Providing 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 shadepaintcomplete, onM.S.angle ofsize 35x 35x 3mm framewith properly cross braced M.S. angles of size35mmx35mmx3mm duly painted includingTwo M.S.angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and whitebandsof25cmwidthincludingallfixturesetc.andfixingtheboardsin1:4:8 concreteblockofsize60cmx60cmx75cmincluding,excavation,refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
1011) 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
102Road 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 75mmdia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C.79 and the drawings
1031) 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
104Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
1051) 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
1062) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
107Dismantling 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
1081) 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
109Excavation 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.
1101) 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
1112) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
112Excavation 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
1131) 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
114Construction 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
1151) 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) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
117Construction 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 compactingwith vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1181) 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
1192) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
120Construction 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.
1211) 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
1222) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
123Construction of Shoulders as per Technical Specification Clause 407. A. Earthen Shoulders
1241) 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
125Construction 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 rotavatorat OMC, and compacting with smooth wheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.
1261) 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
1272) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
128Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 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.
1291) 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
1302) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
131Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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.
1321) 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
133Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
1342) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
135Construction 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.
1362) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
137Construction ofun-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 drawingand Technical Specification Clause 1501(excluding dowel bars and Polythene sheet)
1382) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
139Providing 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
1401) 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
141Providing 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.
1421) 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
143Providing, 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.
1441) 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
145Providing 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
1461) 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
147Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
1481) 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
149Reinforced 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
1501) 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
1512) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
152Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirmingtoTypeXIofASTMD4956-09 withWhiteColorandRedColorcombinationandhaving 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 shallconsistof powdercoated orpaintedMildsteel ofminimum thickness1.0mm.andcore-shellstructure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of thedelineatorshallextend300mmbeyondtheshelllengthfrombottomforinstallingintheground.The extendedportionshallhave slotsto insertanchoring rodsfor enhancing the concrete grip. The logo ofthe manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplasticusedformakingthedelineatorbodyshallhaveminimuminitialmechanicalpropertiesof600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values
1531) 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
1542) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
155Providing 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
1561) 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
1572) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
158MMGSY / PMGSY Citizen\" s information Board- Providing and fixing of typicalPMGSY Retro Reflective information board as peras 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 & bottomduly rivetted with MSangles of 35 x 35x 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.
1591) 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
1602) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
161Providing 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
1621) 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
1632) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
164Providing 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
1651) 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
1662) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
167Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade 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/33023/10-97DO 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 warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
1681) 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
1692) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
170Road 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.
1711) 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
1722) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
173Metal 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)\"
1741) 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
1752) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
176Providing 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.
1772) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
178Painting lines, dashes, arrows, etc. on roads in two coatson 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
1791) 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
1802) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner
181Providing uncoursed rubble stone masonry of trap/ granite/ quartzite/ gneiss metal in CM 1:5 for foundation of piers, abutments, wings etc. including bailing out ofwater, striking joints, scaffolding andwatering etc.complete.
1821) 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

AI Tender Summary

OUR REF NO 44859698
AUTHORITY Government Departments
TENDER VALUE 4.57 Crore
LAST DATE 28-08-2024
Authority
Authority Name Pradhan Mantri Gram Sadak Yojana
Work Description 1) Construction of Submersible Bridge at Ch.3+570 on Sindhi To Gowari To Khairi L To MDR 100 To Kalameshwar Taluka Border (Ashti) Road Tah.Kalmeshwar 2) Construction of Submersible Bridge at Ch.0+360 on Umari(B)-Salai-Nandagomukh-Malegaon(J)-Upto Taluka Border Tah. Saoner Tah. Saoner ,
Basic Detail
Tender No T.No.07/PMGSY-III-Bridge/24-25
Bidding Type Tender
Location
City saoner
State Maharashtra
Key Dates
Publish Date 21 Aug 2024
Submission Date 28 Aug 2024
Open Date 30 Aug 2024
Finance
Tender Value 4.57 Crore
Tender Fee 11800
EMD 2.29 Lakhs
Exemption Not Available
Document List
1f2ddec1-d952-446e-a780-9120d117a09f.html
BOQ_213215.xls
FinalSBD-MH-17044.pdf
Tendernotice_1.pdf
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Tender Timeline

Aug 21, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 28, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 30, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

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xls

BOQ_213215.xls

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FinalSBD-MH-17044.pdf

pdf

Tendernotice_1.pdf

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