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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹35.5 CrAccepted-AOC | ₹35.5 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹42.5 CrRejected-AOC | ₹42.5 Cr | 2 | Rejected-AOC L2 |
| 3 | 3₹42.9 CrRejected-Finance | ₹42.9 Cr | 3 | Rejected-Finance L3 |
| 4 | 4₹45.4 CrRejected-Finance PLOT NO 46 SHIVSAMPADA MUTHACOLONY SADAR BAZAR SATARA 415001 | SATARA | MAHARASHTRA | 415001 | ₹45.4 Cr | 4 | Rejected-Finance L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified Cl No.16,17,21,22 |
| Sl No | Description | Qty | Unit | A S DESAI INFRASTRUCTURE PVT LTD L4 | Jagtap Infraventures India Pvt. Ltd. L2 | M/S DATTA DIGAMBAR CONSTRUCTION L1 | T AND T INFRA LIMITED L3 |
|---|---|---|---|---|---|---|---|
| 1.00Sch B | |||||||
| 1.01 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. | 1,16,480 | One Square Meter | 70 ₹81.5 L | 10.4 ₹12.1 L | 8.7 ₹10.1 L | 10.5 ₹12.2 L |
| 1.02 | 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 all sorts of soils. | 47,174.4 | One Cubic Meter | 135 ₹63.7 L | 123.76 ₹58.4 L | 103.53 ₹48.8 L | 124.94 ₹58.9 L |
| 1.03 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 2,400 | One Cubic Meter | 687.22 ₹16.5 L | 796.4 ₹19.1 L | 597.88 ₹14.3 L | 803.98 ₹19.3 L |
| 1.04 | Spreading hard murum for side width etc. complete | 2,400 | One Cubic Meter | 81 ₹1.9 L | 82.16 ₹2.0 L | 68.73 ₹1.6 L | 82.94 ₹2.0 L |
| 1.05 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. | 24,000 | One Square Meter | 35 ₹8.4 L | 20.8 ₹5.0 L | 18.27 ₹4.4 L | 21 ₹5.0 L |
| 1.06 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. | 4,680 | One Cubic Meter | 2,414.67 ₹1.1 Cr | 2,732.6 ₹1.3 Cr | 2,100.76 ₹98.3 L | 2,758.61 ₹1.3 Cr |
| 1.07 | Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.6 kg/sqm using mechanical means. | 93,600 | One Square Meter | 55.25 ₹51.7 L | 33.12 ₹31.0 L | 30.35 ₹28.4 L | 33.44 ₹31.3 L |
| 1.08 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, 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 for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates) | 9,360 | One Cubic Meter | 7,872.47 ₹7.4 Cr | 8,304.82 ₹7.8 Cr | 6,849.05 ₹6.4 Cr | 8,383.87 ₹7.8 Cr |
| 1.09 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) | 13,642.5 | One Cubic Meter | 9,854.7 ₹13.4 Cr | 10,202.92 ₹13.9 Cr | 8,573.59 ₹11.7 Cr | 10,300.04 ₹14.1 Cr |
Tender Value
₹40.9 Cr
EMD Value
₹20.4 L
Closing Date
17 Dec 2025, 6:00 pmClosed
Executive Engineer
Executive Engineer World Bank Project Division Ahilyanagar
Improvement to Ahilyanagar Vadala Chhatrapatisambhajinagar road (old MSH.05) NH753F Km 120/400 to 162/00 Dist Ahilyanagar
2025_PWR_1255106_1
E-TENDER NOTICE NO. 2 for 2025-2026 (Online)
Open Tender
Civil Works
180 days
Ahilyanagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,540
₹20.4 L
Chief Engineer P.W. Region Nashik
27 Feb 2026
3 Dec 2025
18 Dec 2025
3 Dec 2025
17 Dec 2025
3 Dec 2025
10 Dec 2025
Amount
Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.
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 all sorts of soils.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum for side width etc. complete
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.6 kg/sqm using mechanical means.
BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, 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 for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, 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 for 50 mm compacted thickness with specified grade of Bitumen, excluding prime / tack coat. For Bitumen of specified grade - Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 2.5 kg/10 sqm. VG-30 bulk bitumen
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 900mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
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 2.5 mm 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 Performance for IRC 35:2015)
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 16000 kg tested 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 Kg. 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.
Providing and fixing steel pipe delineators of 10 cm. in diameter and total height of 130 cm, provided with 2 strips of white retroreflective sheeting of size 5 cm. x 32.5 cm. each fixed horizontally and 2 strips of red retroreflective sheeting each having size 5 cm. x 32.5 cm. fixed horizontally at top, with M.S. round cap having diameter 11 cm. and wire mesh at top (10 guage thick) and height of wire mesh 15 cm, M.S. hold fast 6 mm thick with 35 cm. in length, fixing the delineators in C.C. 1:4:8 concrete block of size 25 cm. x 25 cm. x 45 cm. with necessary excavation etc. complete.
Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of 2mm 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 two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting 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.
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of _3mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) 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 no. 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. ClassC ( Type XI Micro prismatic grade sheeting) shall have 10 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.600 mm made out of 3mm aluminum composite material
Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering in charge. Using Concrete Batching and Mixing Plant
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
Providing and applying white-wash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.
Providing & applying two coats of lead/zinc base oil paint/ bituminious paint of approved colour to new structural steel work and iron work in buildings including scaffolding if necessary, cleaning and preparing the surface etc. complete. (excluding primer coat).
Jagtap Infraventures India Pvt. Ltd. (BID ID -7111553)
T AND T INFRA LIMITED (BID ID -7113309)
A S DESAI INFRASTRUCTURE PVT LTD (BID ID -7109866)
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