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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC AT ST17 VASHI NEW MUMBAI | ₹1.7 Cr Quoted ₹2.7 Cr | L1 | Accepted-AOC accepted |
| 2 | L2₹3.3 Cr+₹53.3 L (19.4%)Rejected-AOC | ₹3.3 Cr+₹53.3 L (19.4%) | L2 | Rejected-AOC rejected |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.8 Cr
EMD Value
₹1.5 L
Closing Date
15 Nov 2017, 2:00 pmClosed
Ex.Engr.P.W.North Division Pune-1
Ex.Engr.P.W.North Division Pune-1
Improvement and Two Years Maintanence to Bhimashakar Manchar Road SH 112 Km. 0/00 to 20/00 Tal. Ambegaon, Dist. Pune
2017_PWDRP_247298_1
Northpune/2017-18 /20-11
Open Tender
Civil Works - Roads
Item Rate
730 days
ambegaon
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,240
Online Payment
₹1.5 L
C.E.P.W.REGION PUNE
30 Dec 2022
9 Oct 2017
18 Nov 2017
9 Oct 2017
15 Nov 2017
9 Oct 2017
31 Oct 2017
Amount
Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations complete.
Providing dry trap rubble stone massonry.
Excavation for catch /side water gutter in earth, soil of all sorts ,sand ,gravel, or soft murum to the specified section including stacking the excavated stuff in regular bund and disposing of unsuitable or excess stuff as directed .
Excavation for catch /side water gutter in hard murum By Mechanical Means to the specified section including stacking the excavated stuff in regular bund and disposing of unsuitable or excess stuff as directed. by mechanical means.
Excavation for catch /side water gutter in hard rock by blasting,chiselling,wedging or line drilling to the specified section including stacking the excavated stuff in regular bund and disposing of unsuitable or excess stuff as directed .
Providing and laying Modified Penetration Macadam 75 millimetre thick including supplying all materials spreading trap metal layers and key aggregates heating and spraying bitumen at the rate of 200 Kilogram per 100 Square Metre and compaction with power roller,excluding prime/tack coat, using VG-30 grade Bulk Bitumen.
Providing earth work in embankment with approved materials obtained from departmental land or other sources with all leads, including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness breaking clods, dressing to the required lines, curves, grade and section,watering and compaction with vibratory roller with V-Sat attachment to achieve 95 percentage of standard proctor density complete.
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 requ Indian Standard Institute te type of screening binding materials to fill up the interstices of coarse aggregate,watering and compacting with Power Roller to the required density.By Manual Means with 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 requ Indian Standard Institute te type of screening binding materials to fill up the interstices of coarse aggregate,watering and compacting with Power Roller to the required density.By Manual Means with Grading-II.Using Screening Type-B (11.2 millimetre Aggregate).
Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen with sprayer on Black Topped or Grannular surface using VG-30 grade Bulk Bitumen at 3.00 Kg per 10 Square Metre.
Providing and laying Modified Penetration Macadam 50 millimetre thick including supplying all materials spreading trap metal layers and key aggregates heating and spraying bitumen at the rate of 175 Kilogram per 100 Square Metre and compaction with power roller,excluding prime/tack coat, using VG-30 grade Bulk Bitumen.
Providing and laying Bituminious Macadam using crushed aggregate of specified grading premixed with bituminious binder,transported at site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 50/75 millimetre compacted thickness with using Drum Mix type hot mix plant without Superwisery Control and Data Acquisition, with Sensor paver and Vibratory roller excluding prime/Tack coat complete using VG-30 grade Bitumen of dose 3.30 percent.
Patch repair on already filled pot holes with 20 millimetre premix carpet and seal coat as per MORTH specification clause 3004.1 and 3004.2
Providing and laying Open Graded Premix Surfacing 20 millimetre thickness composed of 13.2 millimetre to 5.6 millimetre crushed aggregate premixed with bituminious binder, transported at site with Vehicle Tracking System, laid over a previously prepared surface, including A type seal coat, finished to the required grade, level, alignment and rolling to achieve the desired density with Drum Mix type hot mix plant without Superwisery Control and Data Acquisition, with Ordinary paver and Vibratory roller excluding prime/Tack coat complete with Bitumen VG-30 grade.
Supplying hard murum.at the road site, including spreading and compacting for sidewidth layers on each side with power roller including artificial watering complete.
White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning, scraping complete.
Providing and fixing road junction/information sign boards of size 0.90 metre x 0.60 metre, prepared on 16 guage Mild Steel sheet on frame of size 35 millimetre x 35 millimetre x 5 millimetre 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 100 percent reflection including two angle iron post of size 50 millimetre x 50 millimetre x 5 millimetre 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 millimetre diameter and 20 millimetre 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 complete.
Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 centimetre height each including preparing the surface, cost of material conveying complete.
Excavation for foundation By Mechanical Means in hard murum, including removing the excavated material up to a distance of 50 metre beyond the work area and stacking and spreading as directed,dewatering preparing the bed for the foundation and necessary back filling, ramming,watering including shoring and strutting complete.
Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 450 millimetre 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-2 class of 900 millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
Providing and laying in situ cement concrete of Mix- 10 proportion with trap metal for foundation and bedding including dewatering,necessary formwork,compacting and curing complete,with Ordinary Concrete Mixer.With Natural Sand.
Providing and laying Mix-15 cement concrete of trap metal for head walls of cross drainage works, retaining walls etcetra including necessary formwork ,compaction ,finishing and curing complete,with Ordinary Concrete Mixer.With Natural Sand.
Providing rubble filling of trap stones in foundation including hand packing,filling gravel/sand in the voids complete.
Providing and laying of hot applied thermoplastic compound 2.50 millimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 millimetre 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 installation of Road 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 80 x100 millimetre rectangular or 75 millimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings 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 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 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.
Metal Beam Crash Barrier a) Type - A, “W” : Metal Beam Crash Barrier (Providing and erecting a “W” metal beam crash barrier compr Indian Standard Institute ng of 3 millimetre thick corrugated sheet metal beam rail, 70 centimetre above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 millimetre spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 millimetre, 330 millimetre long complete as per clause 810) Spec.No. MORTH - 810
Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen with sprayer on Black Topped or Grannular surface using VG-30 grade Bulk Bitumen at 3.00 Kg per 10 Square Metre.
Providing Skilled Labour
Providing Unskilled Labour
Prividing JCB 8 to 10 Metric Tone
Providing Tractor with Trolley
Providing Truck 5.50 Cubic Meter
Providing Water Tanker with Water
Providing Hydraulic Excavator ( Poclain )
Providing Generator Set 33KV
Testing Charges for conducting BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Abrasion Value test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Stripping Value test.
Testing Charges for conducting BASIC TEST OF AGGREGATE. Soundness test.
Testing Charges for conducting CONCRETE Compressive Strength OF Cement Concrete Cube (Set of 3 cubes) test.
Testing Charges for conducting SOIL / MURUM Sieve Analysis test.
Testing Charges for conducting SOIL / MURUMField moisture Content test.
Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test.
Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density).
Testing Charges for conducting SOIL / MURUM Field Density test by Sand Replacement Method.
Testing Charges for conducting BITUMEN Penetration, Softening Point, Flash & Fire Point and Specific Gravity test.
Testing Charges for conducting BITUMEN Viscosity test.
Testing Charges for conducting BITUMEN Extraction Test.
Testing Charges for conducting BITUMEN B.M.Job Mix Design (Excluding bitumen).
Testing Charges for conducting Sieve analysis and extraction of Bituminous mix.
Testing Charges for conducting Density test of Bituminous core (Set of 3 moulds).
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Glass bead contents & grading analysis Test.
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Reflectance & yellowness index Test.
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Flowability (Percentage residue) Test.
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Softening Point (Ring & ball method) Test.
Testing Charges for conducting PAINT / THERMO-PLASTIC PAINT Drying Time Test.
Additional Royalty Charges
M/S. MANGALMURTI CONSTRUCTION COMPANY
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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