Pradhan Mantri Gram Sadak Yojana Tender
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Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is "A" Class.
Bid Capacity
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The bid capacity required can be calculated using the formula: Assessed Available Bid Capacity = (A * N * M) - B. Here, A represents the maximum value of civil engineering works executed in any one year during the last five years, updated to the current price level. N is the number of years prescribed for completion of the works, considering periods up to 6 months as ½ and more than 6 months as 1 in a year. M is specified as 2. B is the value of existing commitments and ongoing works at the current price level, to be completed during the period of completion of the works for which bids are invited. The total bid capacity available should be more than the estimated contract value. Additionally, for joint ventures, the available bid capacity will be applied to each partner based on their proposed participation in the execution of the work. The bidder's available bid capacity for construction work should be equal to or more than the total bid value excluding maintenance. The bid capacity is related to the bidder's experience and resources but does not account for sub-contractors' experience and resources except as stated in specific clauses. The bid capacity is calculated based on the bidder's past experience and current commitments to demonstrate their ability to execute the contract. It is an essential criterion for evaluating the bidder's eligibility and ability to execute the contract, considered along with other factors like experience, resources, and price. The employer reserves the right to verify the information provided by the bidder and seek additional details if necessary, with the bid capacity evaluated based on the information provided in the bid.
Technical Capacity
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The bidder is required to have experience in works of a similar nature and size for each of the last five years. Specifically, for road works, a Degree Holder in Civil Engineering should have at least 2 years of experience, and a Diploma Holder in Civil Engineering should have at least 3 years of experience. The bidder should have completed similar works with a value of at least 79.86 Lacs, which is more than one-third of the estimated cost of works. Additionally, the bidder should have executed and received payments for a total annual volume of civil engineering construction work, with specific values for each of the last five years. The available bid capacity for construction work should be equal to or more than the total bid value excluding maintenance, calculated based on the 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 per year. The bidder should also provide information on work performed as a prime contractor in the same name and style on construction works of a similar nature and volume over the last five years. However, there is no specific percentage of similar works completed mentioned in most of the provided information. But for subcontracting, the bidder can propose components of the works for construction/upgrade, aggregating to not more than 25 percent of the contract price. The bidder should have access to lines of credit and availability of other financial resources/facilities, certified by a banker, with a minimum amount of 10 percent of the contract value.
Costs
EMD
₹ 5,27,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
Upgradation And Maintenance Of Road Frommrl03- Kuzey To Shey Chok
Description
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Contact
Tender Id
2025_LRRDA_139060_1Tender No
LD013030Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201.
8
225
1805
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, cement concrete wood work steel work including T&P and scaffoldingdisposal where ever necessary , sorting the dismentaled material , disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Culverts
44.64
899
40153
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
Zamindari Walling in Rubble Stone Masonry in Mud mortor
76.5
202
15502
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Part B: Pavement 2nd
-
-
-
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Providind laying compecting stone agg. To specific size of wet mix macadam specification including pre mixing the material with water at 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 compecting with smooth wheel roller of 80-100 KN, weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 and 400.12 and technical specification clause 406.
624.38
2440
1523537
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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 with hydraulic broom and spraying primer @ 1.00 Kg/SM with bitumen sprayer.
4162.5
57
239177
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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 bituminous surface cleaned with hydraulic broom as per technical specification clause 503.
8587.5
16
144528
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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 @ 3.5%, 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)
429.38
8972
3852818
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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 using VG-10 bitumen @ 1.46 kg/sqm 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 Type B as per Technical Specification Clause 508.
8587.5
193
1658933
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Providing and laying rolling with 80 – 100 KN roller premix of seal coat (Type – B) 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.
8587.5
81
697305
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Construction of Subgrade Earthen shoulder with approved material obtained from Borrow pits with all leads and lifts, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with all sorts of leads and lifts as per TS Clause 303.1 Complete job.
1172.23
360
422987
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Part C: Protection Works
-
-
-
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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 andblasting, 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.
971.34
297
289246
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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
182.04
6372
1160112
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Providing concrete in coping in M-15 grade as per drawing & technical specification including loading, unloading, haulage, octori, formwork etc.complete job
22.5
6475
145708
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Stone Masonary in cement Mortor 1:5 mix sub-structure complete as per drawing & technical specification clause 702,704,1202 & 1204 (i) RR Masonry in Dry
376.04
3333
1253439
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(ii) R.R. Masonry in Cement Mortor (1:5) Stone Brought from Source
624.36
5324
3324367
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(iii) R.R. Masonry in Cement Mortor (1:5) Stone availabe at site.
76.5
3957
302750
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8
359.34
1701
611554
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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.
186.23
360
67199
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Part D: 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 deleterious material and disposal upto S50mtr, dressing of sides/bottoms and back filling in trenches with excavation suitable materials.
459.91
297
136952
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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 including loading, unloading, haulage, octori, formwork etc.complete job
16.8
6372
107064
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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 including loading, unloading, haulage, octori, formwork etc.complete job
256.44
6940
1779778
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Reinforcement concrete in super structure as per drawing and technical specification Clause 800, 1205.4 & 1205.5 R.C.C M-25-grade including loading, unloading, haulage, octori, formwork etc.complete job
18.88
9491
179150
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Supply fitting & placing TMT bars, reinforcement super structure complete as per drawing & technical specification Clause 1002, 1010, 1202 including loading, unloading, haulage, octori, formwork etc.complete job
1.13
83652
94861
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Back filling behind abutment wing wall and return wall complete as per drawing and technical specifications clause 1204.3.8
103.44
1701
176042
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Type B (first class) bedding: Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 including loading, unloading, haulage, octori, formwork etc.complete job
12
1614
19377
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Providing and laying 1000mm dia 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 works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. including loading, unloading, haulage, octori, formwork etc.complete job
37.5
10522
394589
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Providing and laying 300 mm dia. MS pipe nominal bore connecting to IS 3589 of 1991 having 4.85 mm wall thickness with 0.75% tolerance with weight of 38.13 Kg per mtr. And length of 6m each for cross drainage embedded in trench by excavating earth and refilling of available each cutting. including carriage of pipes at site
5
31304
156520
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Part E: PCC Drain
-
-
-
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Excavation for structure in all kinds of soil such as pick work jumper work, soft and Hard Rock including chiseling, 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.
244.13
297
72697
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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
81.9
6940
568413
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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
71168
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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.
33
6150
202978
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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
A) ordinary kilometer stone (Pre Cast)
3
3343
10029
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B) 200 Mtr, stone pre cast
12
615
7385
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P/F,"LOGO" of PMGSY Project.
3
6150
18453
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/color 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.
584
629
367716
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Maintenance For Five Year
-
-
-
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Ist Year
1
205423
205424
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2nd Year
1
308135
308136
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3rd Year
1
410847
410847
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4th Year
1
513559
513559
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5th Year
1
616271
616271
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