Pradhan Mantri Gram Sadak Yojana Tender
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The PMGSY has issued a formal invitation for competitive bids for the Pradhan Mantri Gram Sadak Yojana project, for Upgradation And Maintenance Of Road From Igoo To Lankoor in Leh, Ladakh, with an estimated contract value of Rs. 12,70,24,000. The bid opening date for this tender is 10-04-2025 and the last date for bid submission is 21-04-2025. Interested bidders for Pradhan Mantri Gram Sadak Yojana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 25,40,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
Upgradation And Maintenance Of Road From Igoo To Lankoor
Description
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Contact
Tender Id
2025_LRRDA_140115_1Bid Award Id
ViewTender No
LD013032Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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Part E:Cross Drainage
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P/F,’’LOGO” of PMGSY Project.
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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.
80.8
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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.
811.16
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3rd Year:
1
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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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Providing concrete for plain/reinforced concrete in open foundation concrete as per drawing and technical specification clause 802, 803, 1202 & 1203 M-10 Grade.
40.31
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II) 5th Kilometer stone .
2
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8.
434.2
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4Th Year:
1
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
1598.02
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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.
119.04
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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.
782.2
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5Th Year:
1
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Providing concrete in coping in M-15 grade as per drawing & technical specification (complete job).
61.86
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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.
48756
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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.
1126.18
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Maintenance For Five Year
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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
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Part A: Pavement Ist
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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)
2437.83
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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.
114
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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
5450
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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)
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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.
4847
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Providing and erecting a "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
125
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Excavation in hilly area in all kinds of soil such as pick work, jumperwork, 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.
5931
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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.
854.02
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Pavement 2nd:
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III) 200 Mtr, stone pre cast.
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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.
48756
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Part D: PCC Drain
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(ii) R.R. Masonry in Cement Mortor (1:5) Stone available at site
386.14
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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).
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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.
651
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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.
515.81
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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.
3286.29
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2nd Year:
1
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Back filling behind abutment, wing wall and return wall complete as per drawing & technical specification Clause 1204.3.8.
249.06
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Ist Year:
1
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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.
37500
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Part F: Road Furniture.
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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).
61.46
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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.
48756
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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.
653.39
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Supply fitting & placing TMT bars, reinforcement super structure complete as per drawing & technical specification Clause 1002, 1010, 1202.
17.17
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