Pradhan Mantri Gram Sadak Yojana Tender
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Technical
Technical
Additional Eligibility
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 prior work experience in civil engineering construction work, specifically having executed and received payments for a total annual volume of civil engineering construction work of a certain value over the last five years. The bidder should have experience in works of a similar nature and size for each of the last five years. The bidder should have satisfactorily completed, as prime Contractor or sub-contractor, at least one similar work equal in value to one-third of the estimated cost of work (excluding maintenance cost for five years) for which the bid is invited. In terms of value and percentage, if the bidder has executed road works under Pradhan Mantri Gram Sadak Yojana in the originally stipulated completion period, the financial turn over achieved on account of execution of road works under PMGSY shall be counted as 120% for the purpose of this sub-clause. To qualify for the contract, each bidder should have achieved in any one year, a minimum financial turn over equivalent to: - 60% of the amount put to bid, in case the amount put to bid is Rs. 200 lakhs and less.
- 75% of the amount put to bid, in case the amount put to bid is more than Rs. 200 lakhs. The turnover will be indexed at the rate of 8% per year. The bidder should also have access to lines of credit and other financial resources equivalent to 10 percent of the contract value. The bidder is allowed to propose sub-contracting of components of the works for construction or up-gradation, aggregating to not more than 25 percent of the contract price.
Costs
EMD
₹ 18,88,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_LRRDA_140882_1Tender No
LD013034Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
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Documents
upgradation and maintenance of road from MRL12 link Road to Buk yokma Anlay.
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
225
247010.1
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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
1548
4268857.68
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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
3290
10946948.6
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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
9
216591
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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 and spraying primer @ 1.00 Kg/SM with bitumen sprayer.
35239.6
58
2043896.7999999998
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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 granular surface cleaned with hydraulic broom as per technical specification clause 503.
-
17
-
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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, 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
10458
18426786.84
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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 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.
-
225
-
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Providing and laying rolling with 80 – 100 KN roller premix of seal coat (Type – A) using bitumen @ 0.68 Kg/Sqm, of road surface grill/sand @ 0.006 cum/Sqm of road all inclusive conforming to clause 513 MOST SPECIFICATION 1995.
-
91
-
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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
630
3390660
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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
296
188904.312
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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
6517
732599.596
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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
3514
1280716.0846
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(ii) R.R. Masonry in Cement Mortor (1:5) Stone brought from source
650.63
5478
3564743.2133
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(ii) R.R. Masonry in Cement Mortor (1:5) Stone available at site
272.7
3957
1079212.977
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Providing concrete in coping in M-15 grade as per drawing & technical specification (complete job).
42.5
6588
280018.475
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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
1509
140396.52000000002
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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
296
67488
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Providing and laying parapet with PCC M-15 grade as per drawing and technical specification clause 800 and 1208.4 (Complete Job).
110
-
-
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Part D: PCC Drain
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-
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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
296
578097
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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.
487.5
-
-
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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
296
119674.97279999999
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Bedding Type B first class bedding,laying first class bedding on well compacted soil,sand,moorum or approved granular material as per clause 1105.
41.46
1910
79203.9402
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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.
39.06
-
-
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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.
388.34
-
-
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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.
72.52
8631
625983.2124000001
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Supply fitting & placing TMT bars, reinforcement super structure complete as per drawing & technical specification Clause 1002, 1010, 1202.
11.08
83646
926803.22
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Back filling behind abutment, wing wall and return wall complete as per drawing & technical specification Clause 1204.3.8.
118.68
1509
179164.07520000002
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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.
1
40000
40000
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Prodiving and laying 3000mm dia MS pipe nominal bore conforming to1.53589 of 1991 having 4.85mm wall thickness with 0.75% tolerance with weight of 32-08Kg 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
31304
907816
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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
3
23722
71166
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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 pe tech. specification clause 1703 I) ordinary kilometer stone (Pre Cast)
10
3369
33699.2
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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 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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