Zilla Parishad Tender
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Zilla Parishad - ZP Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Feb 2025
Closing Date20 Mar 2025
Tender Amount₹ 2,32,35,444.43
Technical
Technical
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed Available Bid capacity = (A*N*M - B), where A : Maximum value of civil engineering works executed in any one year during the last 5 years.
N : 1, if Completion time is more than 6 months, N:0.5 if completion time is less than equal to six months.
M : 3
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. Additionally, the bid capacity required to bid for this tender is having a value of at least the Earnest Money amount, which can be calculated using the formula: Earnest Money = 2% of Estimated Amount put to Tender or Rs 10 Lakh, whichever is lower. The bidder must also fulfill the Security Deposit requirement of 10% of the value of works executed, which can be calculated using the formula: Security Deposit = 10% of the value of works executed. Furthermore, the bidder must have completed at least one work of similar nature in a single contract as a prime contractor within last five years from the date of issue of this NIT, value of which is not less than 40% of the amount put to tender, which can be calculated using the formula: Value of similar work ≥ 0.4 * Amount put to tender.
Technical Capacity
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The bidder should have successfully completed at least one contract of the same type of work with a value of at least 40% of the proposed contract within the last 5 years. The value of similar works completed should be more than the total bid value. Additionally, the bidder's available bid capacity should be equal to or more than the total bid value, calculated based on their prior work experience. The annual turnover requirement is 60% of the amount put to bid if the amount is Rs. 200 lakhs and less, and 75% of the amount put to bid if the amount is more than Rs. 200 lakhs, with 50% of the turnover being from civil engineering construction works. The bidder's prior work experience should be updated to the current price level at a rate of 8 percent simple interest per year.
Costs
EMD
₹ 4,65,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_ZPHD_820521_2Tender No
e-NIT No 57 of 2024-2025Tender Authority
Zilla Parishad ViewPurchaser Address
-Website
http://http://paschimbardhaman.co.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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By Mix in Place Method :
Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading – V (1 Layer Compacted Thick)
839.11
1785
1498507.81
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Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm) Manual Means. 75 MM Compacted Thick
932.34
2409
2246081.65
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Water Bound Macadam Base Course Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm) Manual Means. 75 MM Compacted Thick
932.34
2439
2274629.9
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Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm).
17403.75
29
509755.84
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Tack Coat
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
17403.75
10
179084.59
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Open-Graded Premix Surfacing using Bituminous
Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
17403.75
103
1803202.54
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Seal Coat
Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
By Manual Means, With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)
17403.75
36
638717.63
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Cement Concrete Pavement (manual laying) Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness asper design, over a prepared sub base with cement content maximum up to 430 kg/cum as per IRC: 15-2011, coarse and fine aggregate conformimg to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant as per approved mix desing(as per IRC:44 2008), laid in approved fixed side formwork(steel channel, laying and fixing of 125 micro thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debondind strips, primer, polysulphide sealnt, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 for Rural Roads of MORD.(p-265 i-6.02(A) ) M20 GRADE
1417.16
5878
8330335.74
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Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening For Hard Shoulder =1 Layer 100mm thick 0.500 m width
341.25
1809
617498.7
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Providing and fixing M.S information board of 1.2m x0 .75 m size made with 1.5 mm plate welded over angle iron (40mm x40 mmx5 mm) in both sides (Side stands) and (20mm x 20mm x 3 mm )in top and bottom and diagonal bracing with MS flat( 50mm x50 mm x6 mm) having total height 1.5m above GL and side stands embeded in a depth of 0.6m into 1:2:4 PCC including writing and painting as per direction complete.
2
3397
6795.32
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Extra for manual compaction of earth by rammers/hand roller in 250 mm Layer including watering etc.if required Earth Obtained for Box Cutting
274.22
20
5484.4
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Add GST, as applicable @ 18%
1
3509296
3509296.74
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Add Labour welfare cess @ 1%
1
230073
230073.9
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