Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.8 CrAdmitted-Finance | ₹19.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹20.3 CrAdmitted-Finance | ₹20.3 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PRADNYA BUILDCON L1 | M/s. Sai Krupa Construction L2 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . | 11,400 | Square Metre | 4.6 ₹52,440 | 4.6 ₹52,440 |
| 2.00 | 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 50 metre and spreading for embankment or stacking as directed. | 17,100 | Cubic Metre | 136 ₹23.3 L | 138 ₹23.6 L |
| 3.00 | 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. | 20,520 | Cubic Metre | 136 ₹27.9 L | 138 ₹28.3 L |
| 4.00 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 meter including all lifts, laying in layers of 20 centimeter to 30 centimeter thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete.
(Material obtained from departmental Land) | 19,790.4 | Cubic Metre | 472 ₹93.4 L | 477 ₹94.4 L |
| 5.00 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 % of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with vibratory roller. | 27,804.6 | Cubic Metre | 104 ₹28.9 L | 106 ₹29.5 L |
| 6.00 | Construction of granular sub-base 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 roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material | 7,600 | Cubic Metre | 3,090 ₹2.3 Cr | 3,150 ₹2.4 Cr |
| 7.00 | 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) millimetre Aggregate) | 5,842.5 | Cubic Metre | 3,415 ₹2.0 Cr | 3,480 ₹2.0 Cr |
| 8.00 | 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 millimeter) Aggregate) | 2,493.75 | Cubic Metre | 3,352 ₹83.6 L | 3,416 ₹85.2 L |
| 9.00 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. | 8,455 | Cubic Metre | 730 ₹61.7 L | 745 ₹63.0 L |
| 10.00 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | 8,455 | Cubic Metre | 90 ₹7.6 L | 91 ₹7.7 L |
Tender Value
₹18.7 Cr
EMD Value
₹9.3 L
Closing Date
25 Aug 2025, 5:00 pmClosed
Executive Engineer, Tribal P.W.Division, Kalwan ,M
Executive Engineer, Tribal P.W.Division, Kalwan ,Manur
Improvement of Virgaon Vatar Vinchure Talvade Bhavade Road, MDR-188, Km. 0/00 to 23/500 Road Widening, Construction of Bridge and Constructing Protection Wall at Various Places, Tal. Satana, Dist. Nashik
2025_PWR_1211363_1
E-Tender Notice No. 07 for 2025-2026
Open Tender
Civil Works - Bridges
365 days
kalwan
Please refer Tender documents.
9 documents required · 9 mandatory
₹3,540
₹9.3 L
The Chief Engineer, Public Works Region, Nashik Bh
24 Sept 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
25 Aug 2025
18 Aug 2025
21 Aug 2025
Amount
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .
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 50 metre and spreading for embankment or stacking as directed.
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.
Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 meter including all lifts, laying in layers of 20 centimeter to 30 centimeter thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete. (Material obtained from departmental Land)
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 % of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with vibratory roller.
Construction of granular sub-base 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 roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - II Material
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) millimetre Aggregate)
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 millimeter) Aggregate)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Providing and constructing 50 millimeter thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40 millimeter stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying the bitumen of specified grade @ 1.75 kilogram per square meter spreading 12 millimeter size chips compacting with static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing Water Bound Macadam surface.(Viscous Grade-30 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with Vehicle Traffic System, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100 millimeter compacted thickness with drum mix type hot mix plant with Supervisory Control and Data Acquisition having complying essential features of Hot mix plant as per Indian Road Congress-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 etc. complete --Bitumen 3.30% of specified grade (Viscous Grade-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 Vehicle Traffic System laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 milimetre compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler. (Viscous Grade-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 set footed in bitumen boller on Bituminous surface 2.5 Kilogram/10 Square Metre(Viscous Grade-30 bulk bitumen rates are considered to arrive at rates)
Providing and fixing 1:2:4 ordinary kilometre as per Indian Road Congress standard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etc. complete.
Providing and fixing Reinforced Cement Concrete 200 meter Stoen as per Indian Road Congress. standard including fixing in standard size in Cement Concrete 1:4:8 block including curing, painting lettering etc. complete.
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80x100 millimetre rectangular or 75millimetre diametre Circular reflectorised panels at the top, buried or pressed into the ground and confirming to Indian Road Congress 79 and the drawings
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and Acrylonitrile Butadiene Styrene 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 kilogram tested in accordance to American Standard of Testing & Materials D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport & Highway Circular No RW/National Highway/33023/10-97 DO III Dated 11.06. 1997. The height, width and length shall not exceed 50 millimetre, 100 millimetre and 102 +/- 2 millimetre and with minimum reflective area of 13 Square centimetre 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 millimetre and height not less than 30+/- 2 millimetre) 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.
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 millimeter made out of 4 millimeter aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-Horizontal Intersection Point) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress :67-2012 Table No 8.3 Supported with back support frame 25 millimeter x 25 millimeter x 3 millimeter, duly painted on back side with grey stove enamel paint and supported on one number of Mild Steel angle iron post of size 65 millimeter X 65 millimeter X 6 millimeter, 3.45 meter long, duly painted with with flat oil paint having alternate black and white bands of 25 centimeter width including Galvanised Iron fixtures etc; fixing the boards in M25 grade concrete block of size 60 centimeter X 60 centimeter X 75 centimeter including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-Horizontal Intersection Point) 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 of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2 millimeter aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-Horizontal Intersection Point) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress : 67-2012 Table No 8.3, supported with back support frame 25 millimeter x 25 millimeter x 3 millimeter, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 millimeter x 75 millimeter x 6 millimeter, 3.5 meter long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 centimeter x 45 centimeter x 60 centimeter, 60 centimeter 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 centimeter width including Galvanised Iron 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-Horizontal Intersection Point) 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 Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade per colour of 2.5 millimeter thick including 1.5 Refractive index reflectorizing glass beads at 250 gram per square meter .Thickness of 2.5 millimeter is exclusive of surface applied glass beads as per Indian Road Congress 35:2015. Initial Dry reflectivity RL shall be > 250 millicandela per suare meter per lux measured in the initial 7 days and sustained reflectivity RL of 100 millicandela per suare meter per lux and Qd of 100 millicandela per suare meter per 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 Indian Road Congress 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 Ministry of Road Transport & Highway Clause 803 for technical Specification and Performance for Indian Road Congress 35:2015).
Providing and laying cement concrete pipe of Indian Standards 458:2003 Non Pressure -2 class of 900 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
Excavation for foundation in hard murum and boulders including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete.
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting etc. complete.
Providing cast in situ / ready mix M20 grade cement concrete for head walls of Cross Drinage 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 Supervisory Control and Data Acquisition
Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.
Providing and laying cement concrete pipe of Indian Standards 458:2003 Non Pressure-3 class of 1200 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Providing and laying cement concrete pipe of Indian Standards 458:2003 No Presure-3 class of 1000millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Providing and laying cement concrete pipe of Indian Standards 458:2003 No Pressure-3 class of 900millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
M/s. Sai Krupa Construction (BID ID -6838505)
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_2.pdf
PDF • 0.43 MB
Tendernotice_1.pdf
PDF • 3.96 MB
BOQ_2094101.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid