Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Feb 2025
Closing Soon17 Feb 2025
Tender Amount₹ 3,01,07,000
Technical
Technical
Financial
Bid Capacity
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Assessed Available Bid Capacity = (A*N*M - B) Where:
A = Maximum value of civil engineering works executed in any one financial year during the last five financial years (updated to the price level of the last year at the rate of 8 percent a year)
N = Number of years prescribed for completion of the works for which bids are invited
M = 2 or such higher figure not exceeding 3 as may be specified B = Value, at the current price level, of existing commitments and on-going works to be completed during the period of completion of the works for which bids are invited. The available bid capacity should be equal to or more than the total bid value excluding maintenance.
Technical Capacity
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The required prior work experience for the bidder includes having completed at least one similar work equal in value to one-third (or one-fourth in case of Naxal/LWE affected districts) of the estimated cost of the work being bid on. The bidder should have experience in similar work, with details of other civil works of similar nature executed and completed in any government or semi-government department during the last five financial years. The total annual volume of civil engineering construction work executed and payments received in the last five years preceding the year in which bids are invited is required, with values to be stated in Rs. In lakhs. A certificate from a Chartered Accountant is needed for this information. The value of road work completed under Pradhan Mantri Gram Sadak Yojana in the originally stipulated period of completion shall be counted as 120% for this purpose. The bidder can subcontract up to 25 percent of the Contract Price for construction/up-gradation and routine maintenance of roads. Technical personnel required for the bidder have specific experience requirements, such as 2-3 years experience for Degree Holder in Civil Engineering, 3 years experience for Diploma Holder in Civil Engineering, and 3 years experience for W/Supervisor and Lab Technician, depending on the contract value.
Costs
EMD
₹ 6,02,140Document Cost
₹ 5,500Tender Fee
Refer Documents
Summary
Balance Work For Construction Of Road From Bhargi To Kunan Jk04-282, Phase-x, Stage-i, Balance Work For Constt And Maintt Of Road From L034-bhargi To Kunan, Jk04-502, Pmgsy Regular Batch-i 2018-19, Block Bhallessa, District Doda
Description
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Contact
Tender Id
2025_JKRRD_138922_1Tender No
e-NIT No CEJ/PMGSY/789 OF 2024-25 DTD 05-02-2025Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Earth Work in Hilly Roads: Excavation in all kinds of soil, Hilly areas by mechanical means including cutting and trimming of side slopes & disposing of Excavated earth with a lift of 1.50 mtr and lead as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property (As per Technical specification clause 1603.1. and 1603.2)
14789
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Earth Work in Hilly Roads:Excavation in soft rock , Hilly areas by mechanical means including cutting and trimming of side slopes & disposing of Excavated earth with a lift of 1.50 mtr and lead as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property (As per Technical specification clause 1603.1. and 1603.2)
16514.96
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Earth Work in Hilly Roads:Excavation in hard rock , Hilly areas by mechanical means including cutting and trimming of side slopes & disposing of Excavated earth with a lift of 1.50 mtr and lead as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property (As per Technical specification clause 1603.1. and 1603.2)
5668.54
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Extra lead up to 1 km by M T From km 7th RD(200-500)
8012.88
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Earthwork in excavation for structures as per drawing and technical specification Clauses 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides & bottom and backfilling in trenches with excavated suitable material.
Ordinary Soil up to 3mm depth
1362.24
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Providing & laying reinforced cement concerete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concerete and masonry works in head walls and parapets clause 1106.
II. 1000 mm dia.
60
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Backfilling behind abutment, wing wall & return wall complete as per drawings & technical specification clause 1204.3.8,
339.24
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Polygonal/RANDOM RUBBLE masonry, UNCOURSED/ brought- to- course, laid dry with stone available from excavation , in sub structure; including cost of bond stones. Excluding cost of stones.
240.2
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Polygonal/RANDOM RUBBLE masonry, UNCOURSED/ brought to courses in 1 cement: 6 fine sand mortar, with nalla stone in substructure, including leveling up at specified levels with M-5 Nominal Mix (mix side of stone aggregates, 20mm nominal) concrete; including cost of Through/Bond stones.
449.89
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Providing & Laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS : 280 and IS : 4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps & joints laid with stone boulders weighing not less than 25kg. each as per Drawing & technical specification clause 1301
760.32
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(ii) Balance work for Construction and Maintenance of road from L034-Bhargi to Kunan, Package No. JK04-502, PMGSY Regular Batch-I 2018-19, Block Bhallessa, District Doda Length-7.500 Kms
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Preration of Sub-grade by way of Compacting Origional ground, supporting sub-grade, loosening of the ground upto a level of 300 mm below the sub grade level watered , graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per technical specification Clause 303.5.2 including Clearance of longtitudinal Drain , Surface corrections by way of filing of ruts , clearance of lanslides wherever exists removal of vegetation of all sorts including all leads and lifts and safe disposal of the same without damaging Public / Private properties ( Complete Job ). Note:- The bidder will quote rate for each Kilometer and part therof separately .
3675
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Construction of Granular Sub Base by providing well graded material spreading in uniform layers with moter grader on prepared surface by mix in place method with rotavator at OMC and compacting with smooth wheel ruler to achieve desired density complete as per technical specification Clause 401. For grading Ist material.
1837.5
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WBM Grade-III Providing and laying, spreading compacting stone aggregates of specified size to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber applying and brooming stone screening binding material to fill up the interstices of course aggregates watering and compacting to required density grading II as per technical specification clause 405.
866.25
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Providing and laying 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 and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
542.5
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 – 1.0kg/sqm. Using mechanical means as per technical specifications clause 502 (low porosity
10850
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributed at the rate of 0.20-0.30 Kg/sqm on the prepared/primer coat as per technical specification clause 503
10850
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20mm thick open graded premix carpet using bituminous (penetration grade/ modified bitumen) binder and rolling with smooth wheel 80-100 KN 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)
10850
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Providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and Cress fall type b as per technical specification clause 510
10850
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Berm Filling with approved material obtained from borrow pits with a lift upto 1.50 m transporting to site, spreading grading to required slope and compacting within a lead of 1000m as per technical specification 301.5
3240
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly to the ground by means of property designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and Technical specification clause 801.
Speed Limit
Right/Left hand Curve
School
Men at work
Falling Rocks
70
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Reinforcement cement concrete M-15 grade Kilometer stone of standard design as per IRC: 8 fixing in position including painting and printing, etc. as per drawing and technical specification clause 1703.
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5th Kilometer Stone (Pre-cast)
3
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Ordinary Kilometer Stone (Pre-cast)
10
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200m Stone (pre-cast)
50
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