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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹16.8 CrAdmitted-Finance | ₹16.8 Cr | H1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | GNI INFRASTRUCTURE PVT. LTD. H1 |
|---|---|---|---|---|
| 1.00Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. | ||||
| 2.00 | MDR-35 Km 0/00 to 3/00 | 10,120 | Per Square Metre | 45.34 ₹4.6 L |
| 3.00 | MDR-35 Km 2/500 to 5/00 | 10,312.5 | Per Square Metre | 45.34 ₹4.7 L |
| 4.00 | MDR-35 Km 5/00 to 10/00 | 6,435 | Per Square Metre | 45.34 ₹2.9 L |
| 5.00Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. | ||||
| 6.00 | MDR-35 Km 0/00 to 3/00 | 384.45 | Per Cubic Metre | 414.84 ₹1.6 L |
| 7.00 | MDR-35 Km 2/500 to 5/00 | 348.7 | Per Cubic Metre | 414.84 ₹1.4 L |
| 8.00 | MDR-35 Km 5/00 to 10/00 | 76.45 | Per Cubic Metre | 414.84 ₹31,714.52 |
| 9.00Excavation 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. | ||||
| 10.00 | MDR-35 Km 0/00 to 3/00 | 1,160.32 | Per Cubic Metre | 114.8 ₹1.3 L |
Tender Value
₹18.3 Cr
EMD Value
₹9.4 L
Closing Date
6 Jun 2023, 6:00 pmClosed
EE PW Division Aurangabad
EE PW Division Aurangabad
IMPROVEMENT, WIDENING AND CONSTRUCTION OF CEMENT CONCRETE ROAD FROM DEOLAI GADIWAT KACHNER ROAD MDR-35 KM 0/00 TO 3/00, DEOLAI SHINDON BHINDON ROAD MDR-35 KM 2/500 TO 5/00 AND KM 5/00 TO 10/00 TQ. AND DIST. AURANGABAD
2023_PWR_909721_1
E Tender Notice 97/02 ( IInd Call ) Of 2022-2023
Open Tender
Civil Works
545 days
Aurangabad
As Per NIT
2 documents required · 2 mandatory
₹3,540
₹9.4 L
20 Jun 2023
29 May 2023
7 Jun 2023
29 May 2023
6 Jun 2023
29 May 2023
Amount
Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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 50m. and spreading for embankment or stacking as directed.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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 vibratory roller.
MDR-35 Km 0/00 to 3/00 Upto 50 m. Lead
MDR-35 Km 0/00 to 3/00 Upto 300 m. Lead
MDR-35 Km 0/00 to 3/00 Upto 500m. Lead
MDR-35 Km 2/500 to 5/00 Upto 50 m. Lead
MDR-35 Km 2/500 to 5/00 Upto 300 m. Lead
MDR-35 Km 2/500 to 5/00 Upto 500 m. Lead
MDR-35 Km 5/00 to 10/00 Upto 50 m. lead
MDR-35 Km 5/00 to 10/00 Upto 300 m. lead
MDR-35 Km 5/00 to 10/00 Upto 500 m. lead
Transportation of the materials obtained from road cutting including all lifts and the lead upto 1 Km inclusive from the site of excavation to the site of deposition with loading, spreading in the space available between central verge of the carriageway as directed
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. 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)
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, 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
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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 mm, , 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, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and laying in-situ M40 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 batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, 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 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm. .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 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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 (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. 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 and longitudinal joints (15 mm. deep x 8 mm.wide)
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and fixing RCC 200 meter stone as per I.R.C. standard including fixing in standard size in CC 1:4:8 block including curing, painting lettering etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and fixing 1:2:4 ordinary km. stones as per I.R.C. standard including fixing in standard size in C.C. 1:4:8 block including curing, painting lettering etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and fixing Mandatory/Regulatory sign boards in circular shape of 900 mm dia made out of 4mm aluminum composite material 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. Class C ( 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.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 4mm aluminum composite material 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 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. 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 thecontractor/supplier.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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).
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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 mm) Aggregate)
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75Kilogramwith lid and frame fixed in cement concrete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Compacting the hard murum side widths including laying in layers on each side withvibratory roller including artificial watering etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By /manaual Means )
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand)
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1200mm diameter in proper line, level and slope etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
Providing and fixing stream lined M-20 grade RCC guard stone including mild steel bar reinforcement etc. complete.
MDR-35 Km 0/00 to 3/00
MDR-35 Km 2/500 to 5/00
MDR-35 Km 5/00 to 10/00
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