Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Building Construction
Eprocure
Opening Date26 May 2025
Closing Soon2 Jun 2025
Tender Amount₹ 8,87,47,000
AI Insights
Technical
Technical
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A*N*M - B) where A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) taking in to account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as ½ and more than 6 months as 1 in a year). 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.
Technical Capacity
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The required prior work experience for the bidder includes having experience in works similar to those described in the bidding documents, with a specific focus on civil engineering construction work. The bidder should have experience in works of a similar nature and size for each of the last five years. However, specific details on the amount and percentage of similar works completed are not provided. There is no mention of specific values or percentages of similar works completed, such as the amount of work done or the percentage of work completed in relation to the total work. The bidder must demonstrate having experience and resource sufficient to meet the aggregate of the qualifying criteria for the individual contracts, but no specific percentage is mentioned. For a Joint Venture, the lead partner shall meet not less than 50% of the qualification criteria, and each of the remaining partners shall meet not less than 25% of all the criteria. 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 should be provided, along with a certificate from a Chartered Accountant. The bidder should have experience in works of a similar nature and size, with details of works in progress or contractually committed, along with certificates from the concerned officer not below the rank of Executive Engineer or equivalent. No specific percentage of similar works completed is mentioned.
Costs
EMD
₹ 17,75,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CCUK_141586_1Tender No
NIT02(P-1)02052025Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of Embankment with Material Obtained from Roadway Cutting:
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
8250
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PROTECTION WORK
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Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.
2638.61
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Random Rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge.
2129.7
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Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.
3441.29
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Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.
1474.5
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Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction.
1389.15
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Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets.
252
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Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
688
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CROSS DRAINAGE WORKS
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Construction of Pucca scupper including catch pit with dry stone masonry, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & MORD specification as directed by Engineer-in-Charge.
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Excavation
1680.96
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RCC M25
121.13
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RR dry masonary
687.22
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Nominal mix 1:3:6 (hand mixing)
148.32
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Supply& fitting,bindng & placing HYSD bar reinforcement as per drawing & technical specification of MoRD
12.36
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HP stone filling
207.65
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RR 1:5
716.88
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Earth work in Excavation foundation for cross drainage for Cause way structures, other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.
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Excavation for Cause way
793.58
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Stone Pitching Kharanja Base
211.62
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R.R 1:5 in Cement mortar
258.5
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R.R Dry
113.74
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P/L M10 grade P.C.C in Foundation of culvert and minor bridges as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge.
247.06
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P/L M25 grade R.C.C in slab of culvert and minor bridges as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge.
105.81
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Spply, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002,1010 and 1202
41.53
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Construction of Hill side Kutcha drain (0.50mX 0.45m) size as per drawing excluding in gaps for C/D structures including excavation in all type of soil and rock as met at site with all material, labour, T&P lead, lift & disposal of excavated material etc. as directed by Engineer in charge.
6135
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Culvert
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Earth work in Excavation foundation for cross drainage for structures, other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.
780.73
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P/L M10 grade P.C.C in Foundation of culvert and minor bridges as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge.
42.91
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P/L M25 grade R.C.C in slab of culvert and minor bridges as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge.
75.56
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C.R. Stone masonary laid in 1:4 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge.( for Culvert )
271.56
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C.R. Stone masonary laid in 1:5 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge. ( for Culvert )
172.56
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Spply, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002,1010 and 1202
82.28
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Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.
180
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Pointing with cement mortar (1:3) on Abutment as per drawing and technical specification Clauses 613.3 and 1204
79.97
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC 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 specifications
280.8
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Drainage spouts complete as per drawing and technical Nos. specifications Clause 1209.
6
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Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground complete as per drawing and technical specifications.
12
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15 m span Bridge
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Earth work in Excavation foundation for cross drainage for structures, other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.
873.17
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P/L M10 grade P.C.C in Foundation of culvert and minor bridges as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge.
37.23
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P/L M25 grade R.C.C in slab of culvert and minor bridges as per MORD Specification including all material labour T&P etc. as directed by Engineer in charge.
91.47
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C.R. Stone masonary laid in 1:4 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge.( for Culvert )
189.03
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C.R. Stone masonary laid in 1:5 cement/sand mortar for abutment of minor bridges, culverts etc. including all material labour T&P etc. required for proper completion of work as directed by Engineer in charge. ( for Culvert )
185.93
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Spply, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002,1010 and 1202
107.7
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Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.
240
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Pointing with cement mortar (1:3) on Abutment as per drawing and technical specification Clauses 613.3 and 1204
132.89
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC 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.
344.8
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Drainage spouts complete as per drawing and technical Nos. specifications Clause 1209.
12
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Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground complete as per drawing and technical Nos. specifications Clause 1209.
30
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