Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date14 Aug 2018
Closing Date20 Aug 2018
Tender Amount₹ 1,14,08,000
Costs
EMD
₹ 2,28,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_KSRRD_66358_6Bid Award Id
ViewTender No
01/EE/PMGSY/KUL of 2018-19 dated 24/07/2018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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 PCC M-15 Grade 802, 803, 1202 and 1203 including loading, unloading complete job.
147.38
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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 PCC M-20 Grade 802, 803, 1202 and 1203 including loading, unloading complete job.
9.83
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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 RCC M-25 Grade 802, 803, 1202 and 1203 including loading, unloading complete job.
3.06
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
0.2
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Pavement
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Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level,watered,graded and compacted in layers to meet requirement of Tables 300.1 and300.2 for subgrade construction as per technical specification clause 303.5.2.
1271.3
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Granular sub-base :- Granular sub-base course with local materials nallah /quarry (Table 400.13)by mix in place method normal, Construction of granular sub-base by providing local material spreading in uniform layers with mortor grader/ manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401,401.4 as per Technical Specification Clause 408 (using naturally occuring gravel) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured).
1698.8
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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 miller), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading & maintenance of diversion, etc as per tables 400.11 & 400.12 & technical specification clause 406
870.63
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Prime Coat :- Providing and applying (medium Porosity) Primer coat with bitumen emulsion (SS-1) V.G-10 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm as per Technical Specification Clause 502. Including cost, loading, unloading, haulage octroi charges etc complete (finished work to be measured).
6965
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Bituminous Macadam :- Providing and laying bituminous macadam (50mm thick) with hot mix plant using crushed aggregates of grading as per table 500.3 and 500.4 premixed with bitumen binder V.G -10, not less than 3.3 % laid over a previously prepared surface with paver finisher to the required camber,grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
348.25
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Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
6965
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20mm OGPC:- Providing, laying and rolling of open- graded premix carpet of 20mm thickness composed of 13.20 mm to 5.60mm size aggregates either using penetration grade bitumen V.G-10 to required line, grade, camber and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with 80-100 K.N,finished to required level and grade as per Technical Specification Clause 508.By Mechanical Means .Including loading, unloading, haulage octroi charges etc complete (finished work to be measured).
6965
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Seal Coat :- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grades and cross fall using Type B bitumen (S-90) as per Technical Specification Clause 510 and 510.2.3 by mechanical means (S-90) Including loading, unloading, haulage, octroi charges etc complete (finished work to be measured).
6965
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Earthen Shoulders :- Development of earthen shoulders with approved material obtained from borrow pits as per technical specification clause 407.
904
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Hard shoulders :- Development of shoulders using granular sub base/base/surface course with local material (table 400.13) by mix in place method normal construction of granular sub base by providing local material spreading in uniform layers with mortor garder on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408. Using Naturally occuring gravel.
904
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Road Furniture
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Providing and fixing retro- refllectorised cautionary , mandatory and informatory sign as per IRC :67 made of encapsulated lense type reflective sheeting wide clause 1701, 2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75 x75 x6mm steel tube firmly fixed to the ground by properly designed foundation with M-15 grade cement concrete 450 x450 x 600mm , 600mm below round level as per drawing and technical clause 801.
35
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Citizen infarmative board :- Providing and fixing of citizen information Board as per Techanical Specifications , drawing &details.
2
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Kilometer Stone Reinforced cement concrete M-15 grade KM stone /local stone of standard design as per IRC -8, fixing in position including painting and printing etc. as per drawing and technical specification clause 1703 ordinary Km stone (precast)
3
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AMC for 1st Year
1
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92639.19
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AMC for 2nd Year
1
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138958.78
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AMC for 3rd Year
1
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185278.38
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AMC for 4th Year
1
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231597.97
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AMC for 5th Year
1
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277917.56
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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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