Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date3 Jul 2021
Closing Date10 Jul 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_KSRRD_111629_5Bid Award Id
ViewTender No
E-NIT No 06/EE/PMGSY/KLG of 2021-22Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
WMM:-Providing,laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer(Pug mill)Carriage of mixed material by tipper to sit,laying in uniform layers in sub-base/base course on a well prepared sub base & compacting with smooth wheel roller of (80-100)KN weight to achieve the desired density including lighting,barricading & maintenance of diversion,etc.as per tables 400.11 & 400.12 and Techanical Specification Clause 406.including loading /unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured)
67.5
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-
Tack Coat: Providing and Laying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25to 0.30Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom ar per technical specification clause 503.including loading/unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured )
10368
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-
Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the rquired grade, level and alignment and rolled to achieve the desired compaction as per technical specification clause 504.including cost loading/unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured )
24
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-
25mm thick Semidense: Providing and laying semidense bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder and filler transporting the Hot Mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction and density as per specification complete and as per directions of engineer-incharge 25mm compacted thickness with bitumen of grade VG-10 @ 5% (Percentage by weight of total mix) including cost loading/unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured )
10368
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-
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B and Type C as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen (S-90),including cost loading/unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured )
10368
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-
Construction of unlined surface drains of average cross secvtional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lft upto 3m and lead of 50 m ( average lead 25 m) as per Technical specifications clause 307 By mechanical means (finshed work to be measured).
1500
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-
Part B: Retaining Wall
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-
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.
60
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-
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 Nominal mix 1:2.5:5) with 20% plums, including loading/unloading,haulage,shuttering and octri etc of all materials complete job involved(Finished work to be measured)
97
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-
Providing Wheep holes in brick masonry/stone masonry, plain/reinforced concrete abutments, wing walls, return walls with 100mm dia PVC pipe extyending through the full width of the structures with slope of 1(v):20(h) towards drawing face, complete as per drawing and technical specifications clause 614,709,1204.3.7. including cost loading/unloading,haulage of all materials complete job involved(Finished work to be measured )
150
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-
AMC for 1st Year
1
-
37494.6
AMC for 2nd Year
1
-
56241.9
AMC for 3rd Year
1
-
74989.2
AMC for 4th Year
1
-
93736
AMC for 5th Year
1
-
112483.8
(Part-II) Kounsarbal to Pazipora ( Package No JK01-198, Length: 1.50Km)
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Part A: Pavement
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Scarifying the existing bituminous to a depth of 150mm and disposal of scarified material with a lift upto 3M and lead upto 1000M as per technical specification clause 301.4.
675
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-
WMM:-Providing,laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer(Pug mill)Carriage of mixed material by tipper to sit,laying in uniform layers in sub-base/base course on a well prepared sub base & compacting with smooth wheel roller of (80-100)KN weight to achieve the desired density including lighting,barricading & maintenance of diversion,etc.as per tables 400.11 & 400.12 and Techanical Specification Clause 406.including loading /unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured)
31.05
-
-
Tack Coat: Providing and Laying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25to 0.30Kg per Sqm on the prepared bituminous surface cleaned with Hydraulic broom ar per technical specification clause 503.including loading/unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured )
4860
-
-
Bituminous Macadam :- P/L Bituminous Macadam with Hot mix plant using crushed aggregate of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the rquired grade, level and alignment and rolled to achieve the desired compaction as per technical specification clause 504.including cost loading/unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured )
29.7
-
-
25mm thick Semidense: Providing and laying semidense bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder and filler transporting the Hot Mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem roller to achieve the desired compaction and density as per specification complete and as per directions of engineer-incharge 25mm compacted thickness with bitumen of grade VG-10 @ 5% (Percentage by weight of total mix) including cost loading/unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured )
4860
-
-
Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A ,Type B and Type C as per Technical Specification Clause 510.specification 1995) By Mechanical Means Type B Bitumen (S-90),including cost loading/unloading,haulage, and octri etc of all materials complete job involved(Finished work to be measured )
4860
-
-
Construction of unlined surface drains of average cross secvtional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lft upto 3m and lead of 50 m ( average lead 25 m) as per Technical specifications clause 307 By mechanical means (finshed work to be measured).
450
-
-
AMC for 1st Year
1
-
17223
AMC for 2nd Year
1
-
25835
AMC for 3rd Year
1
-
34446
AMC for 4th Year
1
-
43058
AMC for 5th Year
1
-
51669
The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
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