Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date9 Sep 2021
Closing Date16 Sep 2021
Tender Amount₹ 1,00,55,000
Costs
EMD
Refer DocumentsDocument Cost
₹ 8,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_KSRRD_113133_1Bid Award Id
ViewTender No
JK01359Tender 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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Earth work in excavation for foundation structures upto 3m depth as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material including its disposal loading and unloading, dressing of sides bottom and backfilling in trenches with excavated suitable material.
13.5
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Type B(First Class Bedding) :Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including cost and carraige of all materials involved (finished work to be measured)
2.03
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Providing and laying RCC Pipes NP3 for cross drainage for first class bedding of granular material in single row including fixing of collor with cement mortor 1:2 including loading, unloading, haulage and octori etc./ complete job. 500mm dia
15
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Part C: PCC SIDE DRAIN
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Earth work in excavation for foundation structures upto 3m depth as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material including its disposal loading and unloading, dressing of sides bottom and backfilling in trenches with excavated suitable material.
110
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Providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202, and 1203 PCC Grade M-10 nominal mix. Including loading, unloading, haulage , shuttering, watering and octori etc. material complete job ( finished work to be measured)
20
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Providing concrete for plain/reinforced concrete in open foundations/sub structure/Super structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 { P.C.C grade M 15 Nominal mix (1:2.5:5)} including loading/unloading,haulage,shuttering and octri etc of all materials complete
40
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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 M-25 in foundation) including loading/unloading,haulage,shuttering and octri etc of all materials complete job
4
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Part D: Protection Work
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Earth work in excavation for foundation structures upto 3m depth as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material including its disposal loading and unloading, dressing of sides bottom and backfilling in trenches with excavated suitable material.
426.25
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Providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202, and 1203 PCC Grade M-10 nominal mix. Including loading, unloading, haulage , shuttering, watering and octori etc. material complete job ( finished work to be measured)
925.35
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20% Plum
231.34
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia pvc 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 including loading unloading, haulage, shuttring, watering and octori etc of material complete job(finished work to be measured)
875
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Backfilling behind abutments/wing walls/return walls complete as per drawing and tech. specifications clause 1204.3.8.
615
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Part E: Pavement
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Granular sub-base: Construction of granular sub-base/base/surface course with local materials (Table 400.13) mixing by mix in place method with rotavator 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 gravels) complete job (finished work to be measured)
660
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WMM :- Providing , laying , spreading and compacting graded stone aggregates to wet mix macadam specifications 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 80-100 KN weight to achieve the desired density including lighting,barricading and maintenance of diversion etc as per tables 400.11 and 400.12 and TS Clause 406.
247.5
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PRIME Coat: Providing and applying (low porosity) Prime coat with bituminous emulsion (SS-1) on prapared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 Kg/sqm using mechanical means as per technical specification clause 502. including cost of materials, loading, unloading, haulage, octori etc. complete job (finished work to be measured)
2475
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Tack Coat :- Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30 kg/sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Including cost of materials, loading, unloading, haulage octori etc .complete job (finished work to be measured).
2475
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Bituminous Macadam :- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per table 500.4 premixed with bitumen V.G.10 binder 3.3%-3.5%, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Including , loading, unloading, haulage octori etc of materials .complete job (finished work to be measured).
123.75
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20mm thick OGPC :- Providing, laying and rolling of Open Graded Premix Carpet 20mm thickness composed of 13.20 mm to 5.60mm size 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 80-100kN static roller capacity ,finished to required level and grade to be followed by seal coat of Type B as per Technical Specification Clause 508.By Mechanical Means Bitumen (S-90) Including , loading, unloading, haulage octori etc of material .complete job (finished work to be measured).
2475
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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 B as per Technical Specification Clause 510. By mechanical Means Type A Bitumen (S-90) Including cost, loading, unloading, haulage, octori etc of material .complete job (finished work to be measured).
2475
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Earthen shoulder: Construction of earthen shoulder using khak bajri/quarry/mucj complete job with all lift and leads transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with lead upto 100m as per technical spoecifications clause 303.1 complete job (finished work to be measured).
510
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Part F: Road Furniture
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Reinforced cement concrete M15 grade kilometre stone/local stoneof standard design as perIRC 8 fixing in position including finishing complete job
3
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Providing and erecting direction,cautionary and place identification retro-reflectorised signs as per IRC 67 made of encapsulated lens tyoe reflective sheeting vide clause 1701,3.3.
6
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AMC for 1st Year
1
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81600
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AMC for 2nd Year
1
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122400
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AMC for 3rd Year
1
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163200
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AMC for 4th Year
1
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204000
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AMC for 5th Year
1
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244800
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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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