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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.8 CrAccepted-AOC | ₹17.8 Cr | 1 | Accepted-AOC AOC |
| 2 | 2₹18.8 CrRejected-AOC GAT NO 562 1 A SURLI ROAD KARMALA CHOWK TEMBHURNI TAL MADHA DIST SOLAPUR 413 211 | TEMBHURNI | SOLAPUR | MAHARASHTRA | 413211 | ₹18.8 Cr | 2 | Rejected-AOC AOC |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹17.3 Cr
EMD Value
₹14.0 L
Closing Date
4 Dec 2018, 5:30 pmClosed
Ex.Engr.P.W.East Division Pune-1
Ex.Engr.P.W.East Division Pune-1
Improvement to Indapur Akluj Sangola road SH 125 under Shreekshetra Nira Narsinhpur Piligram contract Development plan Tal Indpaur Dist Pune.
2018_PWDRP_369830_1
EastPune/18-19/55-01/(Indapur Akluj Sangola Road)
Open Tender
Civil Works - Roads
365 days
Indapur
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,600
Online Payment
₹14.0 L
Chief Engineer, P.W.Region Pune
27 Jun 2020
5 Nov 2018
10 Dec 2018
5 Nov 2018
4 Dec 2018
5 Nov 2018
20 Nov 2018
Amount
Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete.
Excavation for catch / side water gutter in hard murum strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff 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.
Excavation for roadway in hard 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 complete.
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.
Providing earth work in embankment with approved materials obtained from departmental/ Private land or 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, grade & section, watering and compaction with vibratory roller to achieve not less than 97 percent of standard proctor density complete.
Conveying materials obtained from road cutting including all lifts, laying in layers of 20 centimetre to 30 centimetre breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of over 300 metre to 500 metre inclusive from the site of excavation to the site of deposition as directed.
Scarifying the existing granular road surface to a depth of 50 mm by manual means and disposal of scarified material within all lifts and leads upto 1000 metre.
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 Optimum Moisture Content and compacting with vibratory roller to achieve the desired density complete as per clause 401. For Grading I Material.
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.
Providing hard murum side shoulder including supplying hard murum at the road site, including spreading and compacting for sidewidth layers on each side with power roller including artificial watering etc complete.
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.
Providing and constructing 75 milimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal and 70 percent Hand broken metal (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade at 2 kilogram per square metre, spreading 12 milimetre size chips compacting with three wheel 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 WBM surface.
Providing and constructing 75 milimetre thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 milimetre stone metal layers 30 percent crusher broken metal and 70 percent Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade at 2 kilogram per square metre, spreading 12 milimetre size chips compacting with three wheel 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 WBM surface.
Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 80/100 milimetre compacted thickness with 3.3 percent VG-30 bitumen using Batch Mix type hot mix plant with Superwisery Control and Data Acquisition, Sensor Paver, vibratory roller.
Providing and laying bituminous concrete using crushed aggregates of Grading-1, premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking 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 VG-30 Bitumen, excluding prime/tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler.
Providing and fixing precast / cast in situ parabolic/ rectangle shape divider of C.C.M. -20 grade with steel bars of required size as per drawing given by the engineer incharge,finished neatly with c.m.(1:2) if required , painting the exposed surface with coat of iol paint of approved colour & quality including required excavation o existing road & p.c.c.in M-10 removing the excavated material anywhere required in city , suburden limit levelling the same as specified & directed etc completed.
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/ concrete batch mix plant (pan mixer)) with reversible Drum Type mixer with Superwisery Control and Data Acquisition, with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc.)
Providing and laying in situ cement concrete M-30 with tremix treatment for 200 milimetre thickness for Concrete Road including laying plastic sheet of 125 micron with groove cutting of 4 milimetre wide and 20 milimetre deep, with necessary refilling with bitumen (excluding reinforcement) with course and fine agreegates (Natural sand/ VSI sand finely washed crushed sand) etc. complete.
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.
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 kilogram tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular Number RW/NH/33023/10-97 – DO III Dated 11-06-1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre 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 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kgf. 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 erecting a Type-A, W "Metal beam crash barrier comprising of 3 milimetre thick corrugated sheet metal beam rail, 70 centimetre above road/ ground level, fixed on Indian Standard Medium Channel series channel vertical post, 150 x 75 x 5 milimetre spaced 2 metre centre to centre, 1.8 metre high, 1.1 metre below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 milimetre, 330 milimetre long complete as per clause 810)".
Providing and fixing sign boards of size 90 centimetre having shape of an equilateral triangle made out of 14 gauge sheet with retro reflective sheeting of Engineering Grade as per metre O.T. specification No. 801-3(1993) white reflective back ground, lettering symbol bordering of black non reflective paint including Mild Steel angle iron back frame of size 35 milimetre x 35 milimetre x 5 milimetre and Mild Steel angle one post of 50 milimetre x 50 milimetre x 5 milimetre size 3.45 metre long duly painted with white and black bands including fixing Mild Steel angle of the boards with galvanised nuts and bolts and washers. The Board shall be as per Indian Road Congress -67-1977 including conveying fixing in ground with cement concrete 1:4:8 block of size 0.60 x 0.60 x 0.75 metre, with 7 year guarantee for the sheeting etc. complete.
Providing and fixing Road Junction/ Information sign boards of size 1.80 x 0.90 metre Prepared on16 guage Mild Steel sheet on frame of Mild Steel angle of size 35 x 35 x 5 milimetre with cross bracing of size 35x35x5 milimetre 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 transperent coat retaining percent reflection including two angle iron post of size 65 x 65 x 6 milimetre of 3.65 metre long inflated at bottom, drilled on top and painted in white and black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre 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 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in- charge etc. complete.
Providing and fixing Road Junction / Information sign board of size 1.20 m x 0.90 metre prepared on 16 gauge Mild Steel sheet with angle iron frame of size 35 x 35 x 5 milimetre with cross bracing of size 35 x 35 x 5 milimetre 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 transperent coat retaining percent reflection includingtwo angle iron post of size 65 x 65x 6 milimetre of 3.65 metre long inflated at bottom drilled on top and painted in whiteand black bands of 30 centimetre with 4 numbers high strength galvanised iron bolts and nuts of size 10 milimetre diameter and 20 milimetre long sheet and angle iron post in one piece without joints including all taxes, conveying, fixing in ground with M-20 cement concrete of 60 centimetre x 60 centimetre x 75 centimetre size as directed by Engineer-in- charge etc. complete.
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.
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.
Providing and fixing trap guard stone /boundary stone of standard size and shape including fixing in ground ,white washing complete .
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 metre 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 metre) by Mechanical Means..
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 from 1.5 metre) by Mechanical Means..
Providing rubble filling of trap stones in foundation including filling voids with sand/grit and compaction etc. complete.
Providing and casting in situ / ready mix Plain Cement Concrete Mix-15 grade of trap metal for coping to head walls/ parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with Superwisery Control and Data Acquisition, with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc.).
Providing and casting in situ PCC Mix-20 grade of trap metal for coping to head walls/ parapet including centering, formwork, compaction and curing etc. complete, with reversible drum type mixer with Superwisery Control and Data Acquisition, withwith fine agreegates of required specifications (Natural sand / VSI sand finely washed etc.).
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 1000 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing, cutting, bending, hooking, tying and laying in position Thermo Mechanically Treated FE 500 steel bars for reinforcement for all Reinforced Cement Concrete works as per detailed drawings etc. complete.
Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts complete.
Removing Np-2 and Np-3 class pipes including stacking at roadside as directed by the Engineer in charge Upto 900 milimetre diameter.
Ms Deshmukh And Company
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