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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹2.2 Cr+₹17.8 L (8.64%)Rejected-AOC | ₹2.2 Cr+₹17.8 L (8.64%) | L2 | Rejected-AOC Reject |
| 3 | L3₹2.4 Cr+₹30.0 L (14.5%)Rejected-AOC 44 DURGA COLONY 982 KOTA RAJASTHAN 324009 | KOTA | RAJASTHAN | 324009 | ₹2.4 Cr+₹30.0 L (14.5%) | L3 | Rejected-AOC Reject |
| 4 | L4₹2.5 Cr+₹38.8 L (18.8%)Rejected-AOC ANAND NAGAR DHANORA ROAD BEED TA JI BEED | BEED | BEED | MAHARASHTRA | 431122 | ₹2.5 Cr+₹38.8 L (18.8%) | L4 | Rejected-AOC Reject |
Tender Value
₹1.9 Cr
EMD Value
₹1.5 L
Closing Date
23 Oct 2018, 6:55 pmClosed
Executive Engineer, P W Division No.2, Beed
Executive Engineer, P W Division No.2, Beed
Imp. to Dist. Border Loni Dhanora Wradheshwar Road MDR-1 Km 0/00 to 15/00 Tq. Ashti Dist. Beed
2018_PWR_360122_4
PWD_Beed2/11/2018-19/B_2
Open Tender
Civil Works
Item Rate
365 days
Ashti
Pls Refer Tender Documents
3 documents required · 3 mandatory
₹1,180
via Payment Gateway
₹1.5 L
S.E. P.W.C. Osmanabad
28 Feb 2020
9 Oct 2018
25 Oct 2018
9 Oct 2018
23 Oct 2018
9 Oct 2018
16 Oct 2018
Amount
BITUMINOUS MACADAM:Providing and laying bituminous macadam using crushed aggregate of Grading 2, premixed with bituminous binder, transported at site with VTS, 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 with Supervisory Control and Data Acquisition (SCADA) having complying essential features of Hot mix plant as per Indian Road Congress 272009 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 PLC for Drum Mix plant, Sensor paver and Vibratory roller excluding prime/Tack coat etcetera complete Bitumen VG30 grade 3.40%
Open Graded Premix Surfacing Providing and Laying Open Graded Premix Bituminious Carpet 20 millimetre thickness composed of 13.2 millimetre to 5.6 millimetre aggregates 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 VG30 Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG30 bulkUSING drum mix type hot mix plant with Supervisory Control and Data Acquisition (SCADA), Paver and Vibratory roller
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry Black Topped surface 3 Kilogram/10 Square metre VG30 bulk bitumen
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum for side width etcetera complete
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etcetera complete.
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 and fixing of retro reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 2millimetre aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismatic grade sheetingHIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per Indian Road Congress 672012 Table No 8.3, supported with back support frame 25millimetre x 25millimetre x 3millimetre, duly painted on back side with two coats of grey stove enamel paint & supported on one no. mild steel angle iron post 75 millimetre x 75 millimetre x 6 millimetre, 3.5 metre long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 centimetre x 45 centimetre x 60 centimetre, 60 centimetre 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 centimetre width including GI fixures and transportation etcetera 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 microprismatic grade sheetingHIP) sheeting shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cutout 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 in situ/ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etcetera complete. (with reversible drum rtype mixer/Concrete Batch Mix Plant (Pan Mixer)) with Supervisory Control and Data Acquisition (SCADA) with natural/ VSI Standard Artificial Sand)
Providing and laying insitu M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to Indian Standard 383, using fine & coarse aggregates combined gradation as per Table 6003 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 Engineerincharge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6 metre X 0.6 metre centre to centre, admeasuring 80 millimetre at bottom and 40 millimetre at top with depth of 75 millimetre and maintaining the same throughout curing period by any other method approved by Engineerincharge
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 etcetera complete.
Providing cast in situ /ready mix M20 grade cement concrete for head walls of Cross Drainage Work / retaining walls etcetera including necessary form work, compaction, finishing and curing etcetera complete. (with reversible drum type mixer/concrete batch mix plant (Pan Mixer) with Supervisory Control and Data Acquisition (SCADA) with natural/VSI Standard Artificial Sand, cement 4.05 bags/cubic metre)
Providing and laying cement concrete pipe of Indian Standard 458:2003 NP3 class of 900millimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etcetera complete.
Providing and laying in situ /ready mix M20 Cement Concrete of trap/ granite/ quartzite/ gneiss metal for wearing course 8centimetre thick including compacting, finishing, curing and filling in joints with bitumen etcetera complete. (with fully automatic micro processor based PLC with Supervisory Control and Data Acquisition (SCADA) enabled concrete batch mix plant / pan mixer with natural /VSI Standard Artificial sand)
VQCC Testing Charges
Water Absorption, Specific Gravity, Impact Value, Crushing Value
Sieve Analysis
Penetration, Softening Point, Flash & Fire Point, Specific Gravity
Extraction Test
Gradation for Murum
Finness Modulas (Sieve Analysis) Silt Content
Compressive Strength of C.C. Cube (Set of 3 Cubes)
Standard Consistancy Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength, Soundness
Royalty Charges
Kushal Constructions
M/S BEST CONSTRUCTION CO
M/s Rajkamal Construction Co.
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tech_eval.pdf
fin_bid_open.pdf
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