Pradhan Mantri Gram Sadak Yojana Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is "A" Class.
Technical Capacity
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The bidder is required to have experience in works of a similar nature and size for each of the last five years. The information to be provided includes details of works in progress or contractually committed. The bidder needs to provide information on:
- Total annual volume of civil engineering construction work executed and payments received in the last five years.
- Work performed as a prime contractor in the same name and style on construction works of a similar nature and volume over the last five years.
- Existing commitments and on-going construction works. The value and percentage of similar works completed are not explicitly mentioned. However, the bidder can propose subcontracting components of the works for construction/ up-gradation, aggregating to not more than 25 percent of the contract price. No specific amount is mentioned for the value of similar works completed. The bidder is required to provide a certificate from the Engineer-in-charge for the value of work remaining to be completed. The bidder should have experience in works of a similar nature and size, but the exact percentage is not specified.
Costs
EMD
₹ 18,60,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LRRDA_139055_1Tender No
LD013034Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Earth work of trench excavation for widened portion of road includung dressing of sites ,ramming of bed including disposal of excavated earth material to the lead of 1000 mm and lift upto max of 1.5 m complete job as per technical specification.
1095
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Pavement 2nd:
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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 motor grader as prepared surface, mixing by mix in place method with rotovater at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 400.1.4 as per technical specification clause 408. including carriage (Complete Job ).
2757.66
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Providing laying compacting stone agg, to specific size of Wet Mix Maccadam specification including pre mixing the material with waterat OMC in mechanical mixer ( Pug Mill), 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 per tables 400.11 and 400.12 and technical specification clause 406. By Mechanical means with 1 km lead.
3327.34
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Scarifying existing deteriorated bituminous surface and disposal of scarified material with a lift upto 3m and lead upto 1000mtr as per technical specification clause 301.4.
21900
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Providing and laying of premier coat with bitumen emulsion (SSI – I ) on prepared surface of granular base including cleaning of road surface with hydraulic broom and spraying primer @ 1.00 Kg/SM with bitumen sprayer.
35239.6
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Providing and laying of tack coat with bitumen emulsion (RS – I) using emulsion distribution @ 0.2 to 0.25 Kg/Sqm, on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
35239.6
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Providing & laying 50mm thick bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder @ 3.5%, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade level & alignment & rolled to achieve the desired compaction as per technical specification clauses 504.including cost and carriage of all materials from approved source to site of work, with all leads, lifts, loading unloading and octori. ( Finished work to be measured.) Complete job. ( Bitumen Grade VG-10)
1761.98
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 bitumen @ 1.46 kg/sqm 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 Type B as per Technical Specification Clause 508.
35239.6
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Providing and laying rolling with 80 – 100 KN roller premix of seal coat (Type – B) using bitumen @ 0.68 Kg/Sqm, of road surface sand @ 0.006 cum/Sqm of road all inclusive conforming to clause 513 MORTH SPECIFICATION
35239.6
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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 compected to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1
5382
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Part C: Protection Work.
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Excavation for structure in all kinds of soil such as pick work jumper work, soft and Hard Rock including chiselling, wedging out of rock and blasting, if required and saturated soil and their intermediate classification in all heights and depths including dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per MORD specifications.
637.2
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Providing concrete for plain/ reinforced cement concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203, M-10 Grade. Including loading, unloading, haulage, octori, formwork etc.complete job.
112.4
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Stone masonry in cement mortor 1:5 mix sub-structure complete
as per drawing & technical specification clause 702,704,1202 & 1204.
(i) R.R.Masonry in Dry.
364.46
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(ii) R.R. Masonry in Cement Mortor (1:5)
Stone brought from source
650.63
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(ii) R.R. Masonry in Cement Mortor (1:5) Stone available at site
272.7
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Providing concrete in coping in M-15 grade as per drawing & technical specification. Including loading,unloading,haulage,octori,formwork etc.complete job.
42.5
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.
93
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Earth filling with approved material from approved source or as directed by site engineer, with all lead lift to the site spreading gradualy to required shape and compacted to meet requirement to tabe 300.2.
228
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Providing and laying parapet with PCC M-15 grade as per drawing and technical specification clause 800 and 1208.4. Including loading, unloading, haulage, octori,formwork etc.complete job.
110
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Part D: PCC Drain
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Excavation for structure in all kinds of soil such as pick work jumper work, soft and Hard Rock including chiselling, wedging out of rock and blasting, if required and saturated soil and their intermediate classification in all heights and depths including dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per MORD specifications.
1950
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Providing concrete for plain/ reinforced cement concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203, M-15 grade. including loading,unloading,haulage,octori,formwork etc.complete job.
652.5
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Part E:Cross Drainage
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Earthwork in excavation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deletorious material and disposal upto 50mtr, dressing of sides/bottoms and back filling intrenches with excavation suitable materials.
403.68
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Providing concrete for plain/reinforced concrete in open foundation concrete as per drawing and technical specification clause 802, 803, 1202 & 1203 M-10 Grade. Including loading,unloading,haulage,octori,formwork etc.complete job.
60.83
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Providing concrete for plain/reinforced concrete in open foundation concrete as per drawing and technical specification clause 802, 803, 1202 & 1203 M-15 Grade including loading,unloading,haulage,octori,formwork etc.complete job.
479.19
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Providing and laying Reinforcement concrete in super structure as per drawing and technical specification Clause 800, 1205.4 & 1205.5 R.C.C M-25-grade. Including loading,unloading,haulage,octori,formwork etc.complete job.
80.92
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Supply fitting & placing TMT bars, reinforcement super structure complete as per drawing & technical specification Clause 1002, 1010, 1202. Including loading, unloading, haulage, octori, formwork etc.complete job.
18.12
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Back filling behind abutment, wing wall and return wall complete as per drawing & technical specification Clause 1204.3.8.
146.9
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Dewatering/Diversion of Nallah during execution of work if found necessary in cluding diversion of traffic during execution and making the things good after complition of job including hire charges of land if found necessary.
2
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Prodiving and laying 300mm dia MS pipe nominal bore conforming to IS 3589 of 1991 having 4.85mm wall thickness with 0.75% tolerance with weight of 38.13Kg per Mtr. And length of 6 Mtr each for cross drainage embeded in treach by excavating earth and refilling of available earth cutting. including carriage of pipes at site (Complete job).
29
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Part F: Road Furniture.
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Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS Plate of 1.6mm thick. Top and middle plate duly welded with MS flat iron 25mm X 5m size on back edges. The lower plates duly 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 2Nos. 75mm x 75m of SWG sheet tubes post duly embedded in cement conc. M-15 grade blocks 450mm x450mm x 600mm, 600mm below ground level as per clause 1701 and annexure 1700.1
4
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P/Fixing of retro reflectororised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lenses type tentative sheeting wide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron posts 75 X 75mm, into 6mm finished to the ground by means of properly designed foundation with M15 grade cement concrete (450 X 450 X 60mm) 600 mm below ground level drawing and technical specification clause 801.
165
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Kilometer stone reinforcement cement concrete M15 grade kilometer stone standard design as per ISC :- fixing in position including painting extra as per drawing as per tech. specification clause 1703 I) ordinary kilometer stone (Pre Cast)
9
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II) 5th Kilometer stone .
1
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III) 200 Mtr, stone pre cast.
36
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P/F,’’LOGO” of PMGSY Project.
6
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Providing and erecting a double "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. 1m 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 811 Including cost and carriage of all materials from approved plant to site with all leads and lifts and octori etc complete job (Finished work to be
337
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
1800
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Maintenance For Five Year
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Ist Year:
1
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2nd Year:
1
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3rd Year:
1
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4Th Year:
1
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5Th Year:
1
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