Rural Development Department Tender
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Rural Development Department - RDD Tender
Eprocure
Opening Date15 Feb 2025
Closing Date11 Mar 2025
Tender Amount₹ 2,60,70,581
Technical
Technical
Financial
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 x N x 2) - B Where:
A = Maximum value of Engineering works executed in anyone year during the last Five years N = Number of Years prescribed for completion of the works for which bids are invited B = Value of existing commitments and on-going works to be completed during the next period. Alternatively, another formula is also mentioned: Assessed Available Bid Capacity = (A x N x 1.50) - B Where:
A = Maximum Value of civil engineering works executed in last three years N = Number of year prescribed for completion of the work for which bids are invited B = Value of current price level of existing commitment and on-going to be completed during the next fifteen months. However, the most relevant formula seems to be: Assessed Available Bid Capacity = (A x N x 2) - B With the given variables. Additionally, for tenders with a value of more than 50 Lakh, the bidder should have a minimum turnover of 75% of the tender amount in the last 5 years. Another formula provided is:
CO = (100 + (Vi / P) * K2 * (Lo / Ii)) And formulas for calculating price variation are given, which involve factors such as the cost of work done, percentage of material component, basic wholesale price index, and average wholesale price index during the period under consideration. However, the exact values for these variables are not provided. Also, the bid capacity required in the given tender is 1% of the tender cost, which should be paid as earnest money. The formula for calculating the earnest money is: Earnest Money = 1% of Tender Cost.
Technical Capacity
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The required prior work experience for the bidder involves having executed works in any one year, in the last five years, with a minimum quantity of work that is approximately 30% of the tendered quantity. Additionally, the bidder should have completed similar works with specific requirements, including: - Single similar type of work: at least 80% of a similar type of work, with a value of Rs. 208.56 Lakhs.
- Two similar types of work: at least 50% of two similar types of work, with a value of Rs. 130.35 Lakhs.
- Three similar types of work: at least 40% of three similar types of work, with a value of Rs. 104.28 Lakhs. The bidder should also have completed at least 80% of the estimated cost of similar works. Furthermore, the bidder's available bid capacity is calculated using the formula: Bid Capacity = (A*N*1.5)-B or Assessed Available Bid Capacity = (A x N x 2) - B, where A is the maximum value of engineering works executed in anyone year during the last five years, and B is the value of existing commitments and ongoing works. The bidder should have a minimum annual turnover of 75% of the tender amount in the last 5 years and should have completed similar works with a value of at least 75% of the tender amount for tenders above 50 Lakh. The bidder's prior work experience is assessed based on the maximum value of engineering works executed in anyone year during the last Five years, updated to the price level of the year indicated in Appendix. The bidder should have executed a certain quantity of specified items in any one year of the last five years, including:
1. WBM G 1: 394.41 Cubic Meter
2. WBM G 2: 184.49 Cubic Meter
3. Cement Concrete M-10 and Above: 142.98 Cubic Meter
4. Cement Concrete M-20 Trimix (100 MM Thickness): 1369.80 Square Meter
5. Paving Blocks: 324.27 Square Meter
6. 50 MM th. MPM: 1694.92 Square Meter
7. Carpet and Sealcoat: 194.92 Square Meter The bidder should have prior work experience in similar type of work and magnitude, and should have completed works in all classes of civil engineering construction works during the last five years. The bidder should have completed at least 80% of the estimated cost of similar works. The bidder should deploy key personnel on the contract, including a Project In-charge with a minimum qualification of B.E./B. Tech. Civil and 10 years of experience. The frequency of attendance should be full-time. To qualify for the award of the contract, each bidder should have a certain level of prior work experience, specifically having executed works in any one year, in the last five years, with a minimum quantity of work that is approximately 30% of the tendered quantity. The bidder should have completed similar works with specific requirements, including the mentioned values and percentages.
Costs
EMD
₹ 2,60,706Document Cost
₹ 10,000Tender Fee
₹ 500
Description
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Contact
Tender Id
2025_SATAR_1150776_1Tender No
Work/North/A-3/05/25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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BOQ Items
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification inciuding spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading I Using Screening type-A (13.2 milimetre Aggregate)
Item / Page No : 18 / 29
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21
1314.71
2988
3928682.16
... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding material to fill the interstices of coarse aggregate, watering and compacting with Vibratory roller to the required density. - By Mechanical Means - Grading II Using Screening type-B (11.2 milimetre Aggregate)
Item / Page No : 20 / 29
Specification No : MORTH-401, 402, 404, 902, 112
Spec. Page No : 109-111, 112-116, 121-129, 417-421, 19-21
614.98
2931
1802998.36
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Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.
Item / Page No : 18 / 24
Specification No : MORTH-301, 309
Spec. Page No : 45-53, 85-89
Additional Specifications : 1. The useful excavated material shall be utilised as directed by the Engineer in-charge. 2. The rate of contract shall be for one cubic metre instead of one running metre as mentioned in the specification.
2233.4
130
292352.06
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Supplying hard murum / kankar at the road site, including conveying and stacking, excetra complete.
Item / Page No : 29a / 25
Specification No : MORTH-408
Spec. Page No : 139-142
164.14
681
111910.65
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Spreading hard murum / soft murrum / gravel or kankar for side width, excetra complete.
Item / Page No : 30 / 25
Specification No : MORTH-408
Spec. Page No : 139-142
186.74
86
16227.71
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Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering, excetra complete.
Item / Page No : 31 / 25
Specification No : MORTH-408
Spec. Page No : 139-142
1809.93
23
41809.38
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Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 600 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 9 / 81
Specification No : CD.7
Spec. Page No : 162
339.51
3087
1048288.05
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Providing and laying cement concrete pipe confirming to Indian Standard 458:2003 non pressure class-2 of 450 milimetre diameter in proper line, level and slope including providng and fixing collars in cement mortar 1:2 and curing, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 8 / 81
Specification No : CD.7
Spec. Page No : 162
20
2186
43735
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Providing and constructing brick masonry inspection chamber 60 centimetre X 45 centimetre X 90 centimetre including 1:4:8 cement concrete foundation, 1:2:4 cement concrete channels, half round glazed stoneware pipes, brick masonary, plastering from inside and farme fixed in cement concrete Cover medium duty 140 kilogram with frame excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 12 / 275
Specification No : Bd.V.43
Spec. Page No : 574
Additional Specifications : 1. Minimum two drums of water shall be provided to masons for soaking of bricks at each place where masons are working. 2. For mixing of mortar steel forms of required size only shall be used For mixing of mortar, steel tough or back platform shall be used. 3. The joints on inner face shall be raked to a depth of not less than the thickness of joints for affording good bond plaster. 4. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable. 5. The sample of reinforced cement concrete cover shall be got approved by Engineer in-charge.
12
10660
127929.6
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Providing and laying Cast in situ/Ready Mix, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailling out water, formwork, laying/ pumping, compacting and curing, excetra complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Aquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) excetra complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed, excetra) (using ARTIFICIAL SAND).
Item / Page No : 1 / 175
Specification No : Bd.E.1
Spec. Page No : 287-288
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
476.6
6978
3325976.93
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Providing and laying in situ cement concrete M-20 with tremix treatment for 100 milimetre thickness for flooring with groove cutting of 4 milimetre wide 20 milimetre deep with necessary refilling with bitumen, excetra complete. (using ARTIFICIAL SAND).
Item / Page No : 30 / 216
Additional Specifications : 1. The appropriate mix design shall be got done well in advance from the approved government laboratory and the same shall also be got approved from Engineer in-charge, before starting the work. 2. Cement from the same stock sent for mix design shall be used for concreting work. 3. The minimum cement for reinforced cement concrete / plain concrete to ensure durability / strength shall be as per IS 456-2000 with latest ammendment. If actual cement required / consumed is more than the provision in the IS code / approved mix design, no claim for that shall be entertained and cost for that shall be bourned by the contractor. 4. Before concreting work, cement from each consignment shall be got tested and if the strength of cement varies considerably from the approved mix design, the mix design should be got modified according to strength of fresh cement available in stock and concreting work should be done according to modified mix design. 5. For every consignment of cement, a sample shall be got tested as per norms and frequency of Vigilance and Quality Control Circle, Pune. As regards testing of cement it will be entire responsibility of the contractor. 6. If artificial / VSI crushed sand is used instead of natural sand; terms, conditions and specifications mentioned in Circular by Chief Engineer, Public Works Region, Pune bearing No CEP/D-2/Buildings-2/5940/2017 dated 17/10/2017 and Annexure-I attached to it and also Circular by Chief Engineer, Public Works Region, Nagpur bearing No 36 dated 15/01/2019 and Annexure-I attached to it will be appicable.
4566
942
4305053.1
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Providing and fixing heavy duty inter locking concrete rubber mould glossy paving blocks of 60 milimetre thickness of having a strength of 400 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 milimetre to 30 milimetre thick including striking joints and cleaning excetra complete.(using 100 per cent crushed sand), excetra complete.
Item / Page No : 53 / 219
Specification No : Bd.M-12
Spec. Page No : 385
Additional Specifications : 1. The work shall be carried out as per instructions of Engineer in-charge. 2. The work shall be carried out as per the sample approved by the Engineer in-charge and kept in the office of the Executive Engineer.
1080.9
1240
1340424.09
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Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20 metre X 0.90 metre size made out 18 gauge (1.25 milimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols excetra with approved colour shade paint complete, on M.S.angle of size 35 milimetre X 35 milimetre X 3 milimetre frame with properly cross braced mild steel angles of size 35 milimetre X 35 milimetre X 3 milimetre duly painted including two mild steel angle iron posts of size 65 milimetre X 65 milimetre X 6 milimetre, 3.65 metre long painted with alternate black and white bands of 25 centimetre width including all fixtures excetraand fixing the boards in 1:4:8 concrete block of size 60 centimetre X 60 centimetre X 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. number As directed by Engineer in Charge
Item / Page No : 36 / 60
Specification No : MoRTH-801
Spec. Page No : ---
Additional Specifications : The work shall be carried out as per instructions of Engineer in charge.
4
10959
43837.2
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Royalty charges for various building construction bonafied materials which are used for government bonafied works and for which Royalty charges are to be paid by the contractor. (This Item is to be paid to the contractor only after he pays the Royalty amount to Revenue department and produces the required voucher.)
Item / Page No : 3 / 0
Additional Specifications : 1. Government of Maharashtra, Revenue and Forest Department Gazette Number 146 Dated 04/06/2021 and Government of Maharashtra Public Works Department State Schedule of Rates 2021-22 General Note Number A(v), Page 5. 2. The amount of royalty charges will be paid only after submission of the receipt in original from Revenue authority for payment of royalty to Government, stating the name of work. 3. Above / below percentage quoted by the contractor will not be applicable for this item.
555.81
216
120155.01
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Providing and constructing 50 milimetre thick modified penetration macadam road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal plus 70 percent hand broken (by breaking rubble obtained by blasting), heating and spraying the bitumen of specified grade at the rate of 1.75 kilogram per square metre, spreading 12 milimetre size chips, compacting with static roller having weight 8 to 10 metric tonnes to achive the desired degree of compaction as per technical specification Clause 506, excetra complete. Including picking of existing water bound macadam surface. (Using VG-30 bulk bitumen)
Item / Page No : 37a / 32
Specification No : IRC-SP-20
Spec. Page No : 215
5649.75
254
1438143.86
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Providing and Laying open graded premix surfacing of 20 milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder, transported to site with vehicle tracking system, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction, excluding prime / tack coat and seal coat. For Bitumen VG-30 bulk (Grade 60/70) - Using drum mix type hot mix plant without Supervisory Control and Data Acquisition, Paver and vibratory roller. (Over modified penetration macadam surface)
Item / Page No : 12 / 36
Specification No : MORTH-501, 510, 511, 902, 903, 112
Spec. Page No : 149-162, 198-205, 205-207, 417-421, 421-436, 19-21
Additional Specifications : 1. The work shall be carried out in day time and in dry wheather. 2. The representative of contractor shall maintain a register giving details of challens for bitumen received and should get it signed from the representative incharge of the Department in token of its acceptance. 3. For controlling trafic and maintening diversion during construction, no extra payment shall be made.
5649.75
216
1221758.44
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Providing bituminous type-A liquid seal coat on bituminous surface including supplying all materials and bitumen of VG-30 grade, preparing existing road surface, heating and applying bitumen at the rate of 0.98 kilogram per square metre by mechanical means, spreading chips and rolling by static roller having weight 8 to 10 metric tonne, excetra complete.
Item / Page No : 1 / 35
Specification No : MORTH-511
Spec. Page No : 149-162, 205-207, 198-205, 417-421, 19-21
Additional Specifications : 1. The work shall be carried out in day time and in dry wheather. 2. The representative of contractor shall maintain a register giving details of challens for bitumen received and should get it signed from the representative incharge of the Department in token of its acceptance. 3. For controlling trafic and maintening diversion during construction, no extra payment shall be made.
5649.75
81
461302.09
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Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen set footed in bitumen boller on black topped surface 2.5 killogram per 10 square metre. (Using VG-30 bulk bitumen)
Item / Page No : 30 / 30
Specification No : MORTH-503
Spec. Page No : 168-170
Additional Specifications : 1. The work shall be carried out in day time and in dry wheather. 2. The representative of contractor shall maintain a register giving details of challens for bitumen received and should get it signed from the representative incharge of the Department in token of its acceptance. 3. For controlling trafic and maintening diversion during construction, no extra payment shall be made.
5649.75
18
104237.89
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Laboratory testing charges for various materials required for items of work, on the basis of testing frequency and charges fixed by Vigilence and Quality Control Circle, Pune.
Item / Page No : 4 / 0
Additional Specifications : 1. The amount of the laboratory testing charges will be paid to the contractor after submission of the original receipt from the Office of the Vigilance and Quality Control with name of work mensioned on the original receipt within the stipulated period of work. 2. The frequency of tests will be as per the instructions of Vigilance and Quality Control, Pune; vide their letter No. Prasha/2647/ 2010 dated 30/10/2010. 3. No extra claim shall be entertained on account of additional tests required and material transportation charges for tests. 4. In addition to above, the conditions under clause 25 - Samples and Testing of Material, under 'Additional General Conditions and Specifications' of this tender document shall be applicable. 5. Above / below percentage quoted by the contractor will not be applicable for this item.Sieve Analysis Test for Metal 40 milimetre and above (Crusher Broken)
1 Test per 100.00 Cubic Metre
3
725
2175
... More
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal 40 milimetre and above (Crusher Broken)
1 Test per Source
3
2730
8190
... More
Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Crusher Broken)
1 Test per Source
3
895
2685
... More
Sieve Analysis Test for Metal below 40 milimetre
1 Test per 100.00 Cubic Metre
3
725
2175
... More
Water Absorption, Specific Gravity, Impact Value, Crushing Value Test for Metal below 40 milimetre
1 Test per Source
3
2730
8190
... More
Flekiness Index / Elongation Index Test for Metal below 40 milimetre
1 Test per Source
3
895
2685
... More
Sieve Analysis Test for Hard Murrm
1 Test per 100.00 Cubic Metre
3
725
2175
... More
Liquid Limit and Plastic Limit for Hard Murum
1 Test per 250.00 Cubic Metre
3
1230
3690
... More
Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Artificial Sand
1 Test per Source
3
1450
4350
... More
Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial and Final), Compressive Strength, Soundness Test for Cement
1 Test per 50.00 Metric Ton
3
3960
11880
... More
Compressive Strength of Cement Mortar
1 Test per Day
3
725
2175
... More
Compressive Strength of Cement Concrete Cube
1 Test for quantity upto 5 cubic metre, 2 Tests for quantity above 5 cubic metre and upto 15 cubic metre, 3 Tests for quantity above 15 cubic metre and upto 30 cubic metre, 4 Tests for quantity above 30 cubic metre and upto 50 cubic metre. For quantity 50 cubic metre and above - 4 Tests + 1 Test for each additional 50 cubic metre
11
725
7975
... More
Concrete Mix Design (with all tests on basic materials) for Grade M-20
1 Test per 500.00 Cubic Metre
3
14445
43335
... More
Liquid Limit and Plastic Limit for Earth Work using earth from Departmental Land
1 Test per 1000.00 Cubic Metre
1
1230
1230
... More
Compaction Test (Proctor Density) for Earth Work using earth from Departmental Land
1 Test per 1000.00 Cubic Metre
1
1955
1955
... More
Water Absorption, Compressive Strength, Efflorescence Test for Burnt Bricks
1 Test per 50000.00 Number
1
2285
2285
... More
Compressive Strength, Water Absorption Test for Paving Blocks - 60 milimetre thick, 400 Kilogram per Square Centimetre Strength
1 Test per Square Metre
1
2620
2620
... More
Fineness Modulus (Sieve Analysis), Silt and Clay Content Test for Sand
1 Test per Source
1
1450
1450
... More
Penetration, Softenings Point, Flast and Fire Point, Specific Gravity for Asphalt VG-30 (Grade 60/70)
2
3290
6580
... More
Viscosity Test for Asphalt VG-30 (Grade 60/70)
2
2005
4010
... More
Ductility Elastic Recovery for Asphalt VG-30 (Grade 60/70)
2
950
1900
... More
Sieve Analysis Test for Metal 40 milimetre and above (Hand Broken)
2
725
1450
... More
Water Absorption, Specific Gravity. Impact Value, Crushing Value Test for Metal 40 milimetre and above (Hand Broken)
2
2730
5460
... More
Flekiness Index / Elongation Index Test for Metal 40 milimetre and above (Hand Broken)
2
895
1790
... More
Sieve Analysis Test for Mix Material / Crushed Metal
2
725
1450
... More
Water Absorption, Specific Gravity. Impact Value, Crushing Value Test for Mix Material / Crushed Metal
2
2730
5460
... More
Flekiness Index Elongation Index Test for Mix Material / Crushed Metal
2
895
1790
... More
Extraction Test for Mix Material (OGC)
2
1675
3350
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