Rural Development Department Tender
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The RDD has issued a formal invitation for competitive bids for the Rural Development Department project, for 1. Improvement To Rd From Sansar Tawashi Aasu Connecting To Tq.phalan Satara Dist Border Odr.195 Km 0/00 To 5/00 Tal. Indapur in Pune, Maharashtra, with an estimated contract value of Rs. 2,05,06,199. The bid opening date for this tender is 29-05-2025 and the last date for bid submission is 05-06-2025. Interested bidders for Rural Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 May 2025
Closing Date5 Jun 2025
Tender Amount₹ 2,05,06,199
Technical
Technical
Financial
Technical Capacity
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The required prior work experience for the bidder involves having experience in similar works, with details to be provided about the name of work, cost of work, date of starting, stipulated date of completion, actual date of completion, and remarks. However, specific requirements such as the amount or percentage of similar works completed are not mentioned. Un-registered contractors need to furnish a statement showing previous experience and technical staff employed, but details on the required prior work experience, value, and percentage of similar works completed are not specified.
Costs
EMD
₹ 1,50,000Document Cost
₹ 2,360Tender Fee
₹ 500
Description
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Contact
Tender Id
2025_RDPUN_1184958_1Tender No
zp/wks/south/e-Tender/14/25-26Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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 of unsuitable or excess stuff as directed.
1641.6
124
-
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Excavation for catch/ side water gutter in hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed.
86.4
145
-
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Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metre including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained from Other sources).
313.5675
1094
-
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Watering and compacting of embankment formed of materials obtained from the road cutting, within a lead of 50 metre, not less than 97 percent of standard proctor density after laying them in layers of 20 centimetre to 30 centimetre with vibratory roller.
80.18
95
-
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Construction of granular sub-base by Plant Mix Method by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site,spreading in uniform layers with Motor Grader/ Paver on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per clause 401. For Grading II Material.
840
2580
-
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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 Materials to fill up 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).
90
2793
-
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Providing and laying Bituminious Macadam using crushed aggregate of Grading 1, premixed with bituminious binder, transported at site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80/100 milimetre compacted thickness with using Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, having complying essential features of hot mix plant as per IRC-27:2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor Paver and Vibratory Roller excluding prime/Tack coat complete with VG-30 grade Bitumen of dose 3.30 percent.
56.92
8347
-
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Providing and laying Bituminious Concrete using crushed aggregate of grading 1, premixed with bituminious binder of dose 5.40 percent by weight of total mix and filler, transported at site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 50 milimetre compacted thickness with Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, Sensor Paver and Vibratory Roller excluding prime/Tack coat etc. complete with Bitumen VG-30 grade with stone dust filler.
264
11690
-
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Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen with sprayer on dry/hungry Black Top surface at 3.00 kilogram per 10 Square Metre using VG-30 grade bulk bitumen.
9938.5
22
-
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Supplying hard murum at the road site including conveying and stacking complete.
664
756
-
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Spreading the hard murum for side width complete.
664
82
-
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Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete.
4560
22
-
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete.
464
4324
-
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Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete.
4400
31
-
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Providing and laying in-situ M-30 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying, compacting and finished in a continuous operation without paver machine, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound/ by providing cement vata in cement Mortar 1:8 of 0.6 metre x 0.6 metre centre to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge.
880
8555
-
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Cutting transverse contraction joints 3 to 4 milimetre wide and depth 60 milimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay /slab etc. complete including subsequent widening of the groove 8 to 10 milimetre wide at top having depth of 15 milimetre as directed by Engineer incharge.
2268.5
79
-
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Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS:5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approximately 25% larger than the initial 3 milimetre to 4 milimetre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/ air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction & longitudinal joints (15 milimetre deep x 8 milimetre wide)
2268.5
326
-
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Providing and laying in situ / ready mix cement concrete of Mix-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (VSI sand finely washed etc.)
75
6844
-
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Providing and fixing heavy duty inter locking concrete Gray paving blocks of 80 milimetre thickness of having a strength of 300 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 to 30 milimetre thick including skirting joints and cleaning etc. complete.
750
1094
-
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Providing and fixing reinforced cement concrete 200 metre stone as per Indian Road Congress standard including fixing in block of cement concrete 1:4:8,painting lettering complete.
10
1077
-
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Providing and fixing reinforced cement concrete 1:2:4 ordinary kilometre stones including painting,numbering as per Indian Road Congress design for major district road kilometre stone and fixing in standard size cement concrete 1:4:8 block complete.
3
3408
-
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Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete.
480
698
-
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Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 450 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
22.5
2068
-
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Providing and laying concrete pipe of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
67.5
795
-
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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 mm.) 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 etc. with approved colour shade paint complete, on Mild Steel 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 etc. and 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.
1
10451
-
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Testing Charges for conducting BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test.
1
3960
-
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Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.
11
2730
-
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Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test.
16
725
-
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Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.
20
895
-
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Testing Charges for conducting BASIC TEST OF AGGREGATE. Stripping Value test.
1
780
-
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Testing Charges for conducting FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.
1
1450
-
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Testing Charges for conducting CONCRETE Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test.
3
725
-
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Testing Charges for conducting Concrete Mix Design (With all Tests on basic materials).
1
14445
-
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Testing Charges for conducting CONCRETE Flexural strength of Beam test.
1
780
-
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Testing Charges for conducting CONCRETE PAVING BLOCKS Compressive Strength,Water Absorption test (Set of 8 Blocks).
1
2620
-
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Testing Charges for conducting SOIL / MURUM Sieve Analysis test.
2
725
-
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Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test.
12
1230
-
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Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density).
5
1955
-
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Testing Charges for conducting SOIL / MURUM C.B.R. Test (Lab) Excluding compaction test.
3
7250
-
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Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method.
8
2730
-
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Testing Charges for conducting BITUMEN Penetration, Softening Point, Flash & Fire Point and Specific Gravity test.
7
3290
-
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Testing Charges for conducting BITUMEN Viscosity test.
5
2005
-
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Testing Charges for conducting BITUMEN Extraction Test.
6
1675
-
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Testing Charges for conducting BITUMEN Marshall Stability & Flow measurement test. (Set of 3 moulds).
3
1170
-
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Testing Charges for conducting BITUMEN Job Mix Design with all Tests on aggregate (Excluding bitumen) for DBM/SDBC/AC.
1
17065
-
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Testing Charges for conducting BITUMEN B.M.Job Mix Design (Excluding bitumen).
1
7865
-
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Testing Charges for conducting Sieve analysis and extraction of Bituminous mix.
4
4125
-
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Testing Charges for conducting Density test of Bituminous core.
11
665
-
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Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Glass bead contents & grading analysis Test.
1
4070
-
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Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Reflectance & yellowness index Test.
1
1170
-
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Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.
1
1170
-
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Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.
1
1060
-
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Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Drying Time Test.
1
835
-
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Royalty Charges
984.76
211
-
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Surcharge 2% on Royalty Charges
984.76
4
-
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