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 Improvement To Shelodi Kinhi Sajegaon Haru Umari Naigaon Road Odr-19 In Length 18.50 Km Tq.- Darwha, Dist.- Yavatmal in Yavatmal, Maharashtra, with an estimated contract value of Rs. 2,80,00,000. The bid opening date for this tender is 29-05-2025 and the last date for bid submission is 12-06-2025. 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 Soon12 Jun 2025
Tender Amount₹ 2,80,00,000
Technical
Technical
Class Of Bidder
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A Class
Technical Capacity
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The bidder should have prior work experience, which can be found in the list of documents that must be accompanied with the bid, including a list of work done. However, specific details about the required amount or percentage of similar works completed are not explicitly mentioned, except for the requirement of a registration certificate as a contractor with the appropriate class. No specific values or percentages for prior work experience are outlined.
Costs
EMD
₹ 2,80,000Document Cost
₹ 2,240Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_YAVAT_1185123_9Tender No
NIT04/2025-26Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
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Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as
directed.
510
119
-
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Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.
4288.2
79
-
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Supplying hard murum/ kankar at the road site, including conveying and stacking complete. Km No. 4
36
727
-
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Km No. 5
58
711
-
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Km No. 6
23
695
-
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Km No. 7
27
687
-
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Km No. 8
24
695
-
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Km No. 9
54
711
-
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Km No. 11
24
727
-
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Km No. 13
104
695
-
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Km No. 14
60
695
-
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Km No. 15
59
711
-
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Km No. 16
18
727
-
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Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
505
79
-
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Compacting the hard murum / kankar for all widths (200mm loose) static roller including artificial watering etc. complete.
283.5
21
-
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material Km No. 13
42.53
2235
-
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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 I (Using Screening Type A (13.2) mm Aggregate) Km No. 13
21.26
2742
-
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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 mm) Aggregate) Km No. 4
168.75
2630
-
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Km No. 5
272.81
2605
-
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Km No. 6
105.47
2581
-
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Km No. 7
28.13
2568
-
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Km No. 13
43.32
2693
-
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Km No. 14
84.38
2712
-
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Km No. 15
28.13
2731
-
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Km No. 16
63.28
2742
-
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Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 Kilogram/Square Metre, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates) Km No. 4
2250
243
-
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Km No. 5
3638
242
-
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Km No. 6
1406
240
-
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Km No. 7
375
240
-
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Km No. 13
578
246
-
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Km No. 14
1125
247
-
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Km No. 15
375
248
-
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Km No. 16
844
249
-
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Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40mm. stone layers metal 30% crusher broken metal + 70% Hand broken metal (By breaking Rubble obtained by blasting) , heating and spraying the bitumen of specified grade @ 1.75Kilogram/ Square Metre, spreading 12mm.size chips compacting with Static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat of bitumen 0f specified grade at the rate of 0.30KilogramSquare Metre.(on existing bitumen surface.) Km No. 7
1379
255
-
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Km No. 8
1545
255
-
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Km No. 9
3544
256
-
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Km No. 11
1560
259
-
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Km No. 12
1170
260
-
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Km No. 13
2450
261
-
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Km No. 14
2756
262
-
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Km No. 15
3478
263
-
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Km No. 16
292
264
-
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Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of
13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with VTS
, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates) Km No. 4
2250
238
-
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Km No. 5
3638
237
-
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Km No. 6
1406
237
-
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Km No. 7
1688
237
-
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Km No. 8
1500
237
-
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Km No. 9
3375
237
-
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Km No. 11
1500
238
-
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Km No. 12
1125
239
-
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Km No. 13
2925
239
-
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Km No. 14
3750
239
-
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Km No. 15
3656
240
-
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Km No. 16
1125
240
-
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9 MM SEAL COAT: Providing and laying of Type A 9mm premix seal coat with HMP of apropriate capacity crushed stone chiping 6.7 mm size and penetration bitumen of specified grade @ 1.2Kilogram/Sq.m, preparing existing road surface by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.(VG-30 bulk bitumen rates are considered to arrive at rates) Km No. 4
2250
127
-
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Km No. 5
3638
127
-
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Km No. 6
1406
127
-
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Km No. 7
1688
127
-
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Km No. 8
1500
127
-
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Km No. 9
3375
127
-
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Km No. 11
1500
127
-
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Km No. 12
1125
128
-
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Km No. 13
2925
128
-
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Km No. 14
3750
128
-
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Km No. 15
3656
128
-
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Km No. 16
1125
128
-
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Providing and fixing RCC 200 metre stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete.
62
1027
-
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Providing and fixing 1:2:4 ordinary km stones as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete.
16
3249
-
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Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm.Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/lux and Qd of 100 mcd/sqm/lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performancefor IRC 35:2015).
50
666
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Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000Kilogramtested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kilogram. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.
150
366
-
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Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 750 mm made out of 2 mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one Number of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,
3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
5
4299
-
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Providing and fixing Road junction / Information sign board of size 0.90 m x 0.60 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35x35x5 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/ white back ground and back side gray stove enamelled, bonded with red retro reflective sheet Engineering grade, border / letters / numeral / arrows, coated with non pealable crystal clear protective coat retaining 100% reflection including two angle iron post of size 50x50x5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 30 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. and 20 mm long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm size as directed by Engineer-in-charge etc. complete. Mild Steel Board with Engineering Grade.
5
7814
-
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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 1.20m x 0.90m size made out 18 gauge (1.25mm) 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 M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. Number As directed by Engineer in Charge
1
9963
-
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PROTECTION WALL Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
6.03
207
-
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Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.50 m) By Mechanical Means
8.03
227
-
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Providing & laying in situ cement concrete of M10 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 crushed sand . Km No. 14
2.01
6719
-
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Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with
SCADA Km No. 14
18.3
10418
-
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Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete.
5
533
-
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Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.
27
1451
-
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Providing & laying in situ cement concrete of M10 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 crushed sand . Km No. 5
9
6552
-
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Km No. 6
5.25
6517
-
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Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite
/gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications ( Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt) Km No. 5
27
8268
-
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Km No. 6
23.4
8241
-
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Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. Km No. 5
1.08
88556
-
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Km No. 6
0.94
88542
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