Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Construction Material
Eprocure
Opening Date23 Jan 2025
Closing Date13 Feb 2025
Tender Amount₹ 3,46,40,000
Technical
Technical
Bid Capacity
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The bid capacity required in the given tender can be calculated using the following formulas: 1. Financial Capacity: 10% of the contract value.
2. Technical/Experience Capacity: One-third (1/3) of the estimated cost of the work for normal areas, and one-fourth (1/4) of the estimated cost of the work for Naxal / LWE affected districts.
3. Minimum Financial Turnover: - 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. Additionally, the Assessed Available Bid capacity can be calculated as: A*N*M - B, where A = Maximum value of civil engineering works executed in any one year during the last five years, N = Number of years prescribed for completion of the works, M = 2 or such higher figure not exceeding 3, B = Value of existing commitments and on-going works to be completed during the period of completion of the works. The bid capacity is also related to the ability to provide performance security, which includes a total performance security of 5% of the contract price, plus additional security for unbalanced bids, calculated based on the percentage of the bid below the estimated cost.
Technical Capacity
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The bidder should have satisfactorily completed as Prime Contractor or sub-contractor during the last five financial years, 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 work. For works completed under Pradhan Mantri Gram Sadak Yojana, the value will be counted as 120% for the purpose of this requirement. Additionally, the bidder should also furnish details of other civil works of similar nature executed and completed, along with a certificate from the employer. The bidder should also have a minimum financial turnover in any one financial year, with at least 50% of it from Civil Engineering construction works, where the minimum financial turnover required is: - 60% of the amount put to bid, if the amount put to bid is Rs.200 lakhs and less.
- 75% of the amount put to bid, if the amount put to bid is more than Rs.200 lakhs. The value of road work completed by the bidder under Pradhan Mantri Gram Sadak Yojana in the originally stipulated period of completion shall be counted as 120% for the purpose of evaluation.
Costs
EMD
₹ 6,92,800Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
Providing And Laying Of Renewal Coat On Road From Laddan To Sulgar Under Package No Jk14499 Block Ghordi Distt Udhampur
Description
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Contact
Tender Id
2025_JKRRD_138783_2Tender No
PMGSY/DIV/UDH-I/39 OF 2024-25 Dated 23-01-2025Tender 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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Providing and laying of plain Cement concrete of Grade M-20 in foundation complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete.
16.17
7150
115617.12
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STONE MASONRY IN CM :Polygonal/ Random Rubble masonary, uncoursed/ brought in course in 1:6 CM (1 cement: 6 fine sand mortar), with nallha stone in foundation and plinth including levelling up at specified levels with M-5 nominal mix (mix Size of stone agg. 20mm nominal) concrete including cost of through/ bond stones of M-15 size (450mm x 150mmx150mm) @ 7 Nos/Cum of stone masonry or 2.0Nos./Sqm of stone masonry.
113.45
6329
718043.2
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DRY STONE MASONRY: Polygonal/ Random Rubble masonary, nallah stone, laid dry in foundation and plinth including cost of Bond stones of M-15 size (450mm x 150mm x 150mm) @ 7Nos/Cum OR 2.0Nos./Sqm of stone masonry.
40.47
3819
154587.31
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Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8 including all leads, lifts, carriages of materials by MT handling and re-handling complete. ( With Available Stone)
16.54
1427
23614.16
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Filling available excavated earth in trenches as per drawings & Technical specification Clause 305.3.9
17.64
394
6962.68
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Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages of materials by MT handling, re-handling and including cost of wire crates complete.
103.68
3019
313053.47
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Providing /Laying plain/reinforced cement concrete 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 work, backfilling concrete and masonry works in head walls and parapets clause 1106 (1000mm dia)
15
6920
103812
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Providing and laying reinforced Cement concrete in sub structure of Grade M-25 as per drawings & Technical specification Clauses 800, 1205.4 & 1205.5 Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete.
36
8560
308178
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Supplying , fitting and placing of HYSD bar reinforcement (Fe415) for RCC work in Sub Structure including bending, binding complete as per drawings & Technical specification Clauses 1002, 1010and 1202 . Including cost of binding wire and also including, all leads , lifts, handling & re-handling and carriage by mechanical transport complete.
2.9
107391
311436.22
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Total Part-I
1
-
4800421.17
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PART-II RENEWAL OF BITUMENOUS SURFACE
1
-
-
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Scarfying the existing bituminous road surface to a depth of 150mm by mechanical means and disposal of Scarified material with a lift upto 3m and leads upto 1000m as per Technical Specification Clause 301.4.
8913
15
136992.81
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Providing, laying, spreading and compacting graded stone aggregate Wet Mix macadam including premixing the material at OMC in mechanical mixer (pug mill), carriage of mix 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 wt. to achieve the desires density including lighting, barricading and maintenance of diversion, etc as per table 400.11 and 400.12 and technical Specifications clause 406
675
2250
1519033.5
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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502(Low Porosity) (including all carriage, handling and rehandling of material complete)
9454
97
917321.62
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
49500
21
1066230
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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregrates either using penetration grade bitumen or emulsion to required line.grade and level to serve as wearing course on previously prepared base, including mixing in a suitable hot mix plant, transportation to site of work, laying and rolling with a three wheel 82-100KN 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 including lead, lifts, carriages, loading and unloading complete. By Mechanical Means : Bitumen (S-90)
49500
194
9626265
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including lead, lifts, carriages, loading and unloading complete. By Mechanical Means : Bitumen (S-90)
49500
74
3677355
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Maintenance of earthen Shoulders (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification clause 1903.
13500
225
3044250
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Kilometre Stone Reinforced Cement concrete M15 grade Kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Km Stone. (Precast)
13
3100
40308.06
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Kilometre Stone Reinforced Cement concrete M15 grade Kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m Stone (Precast)
48
722
34666.08
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Providing and fixing of Typical PMGSY Citizen Informatory Sign Boards With “Logo” as per MORD specifications and drawing. Three M.S plates of 1.6 mm thick, top and middle plates duly welded with M.S flat iron 25mm x 5mm size on back on edges. The lower plate will be 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 02 Nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG Steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and color. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1.
2
20771
41542.7
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Providing and fixing of PMGSY Logo board as per MORD Guideline and drawings.
3
11000
33000
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Providing and fixing of Road Traffic Sign Borards
30
5176
155284.2
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Total Part-II
1
-
20292248.97
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PART-III ROUTINE MAINTENANCE PRE/POST RENEWAL COAT FOR 5YEARS)
1
-
-
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1st year Maintenance
1
954800
954800
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2nd year Maintenance
1
1432200
1432200
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3RD year Maintenance
1
1909600
1909600
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4th year Maintenance
1
2387000
2387000
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5th year Maintenance
1
2864400
2864400
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Total Part-III
1
-
9548000
Evaluation Notes How It Works ?
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