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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹2.8 Cr+₹1.9 L (0.68%)Rejected-Finance | ₹2.8 Cr+₹1.9 L (0.68%) | L2 | Rejected-Finance REJECTED |
| 3 | L3₹2.9 Cr+₹4.0 L (1.43%)Rejected-Finance | ₹2.9 Cr+₹4.0 L (1.43%) | L3 | Rejected-Finance REJECTED |
Tender Value
₹2.8 Cr
EMD Value
₹2.8 L
Closing Date
29 Aug 2018, 5:00 pmClosed
EXECUTIVE ENGINEER
TOWN HALL AURANGABAD
CONSTRUCTING AND ASPHALTING OF ROADS FROM LIPI BOILAR CO. TO CTR CO. TO W SECTOR TO MEMON FURNACE AND MASNATPUR MAIN ROAD TO SHAKTI TILES , SHAHA NAGAR WARD NO.38
2018_AMCA_339503_1
AMC/EE/DYENG/ZONE NO.05/2018/404
Open Tender
Miscellaneous Services
Item Wise
365 days
TOWN HALL AURANGABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
via Payment Gateway
₹2.8 L
8 Jul 2021
4 Aug 2018
31 Aug 2018
4 Aug 2018
29 Aug 2018
4 Aug 2018
Amount
Excavation for road way in earth soil of all types sand gravel soft murum including dressing section to the required grade, camber and side slope and conveying the excavated materials with all lifts and leads upto a lead of 50m and spreading for embankment or stacking etc complete as directed by Engineer in charge Spec. No.: Rd.3 Page No.183 D.S.R. It.No.891 Pg. No.241
Transportation of surplus material form work site to any disposal palces as directed by the ngineer in charge with a lead of ------3----- km including and stacking etc. complte. (As per PWD DSR 2015-2016) 2 km Excavated Material
Providing earthwork in embankment with hard murum of CBR not less than 10% obtained by departmental land of other sources including all lifts and leads laying in layers of 20 cm to 30 cm thickness breacking clods dressing to the required lines curves grade and section watering and compaction with vibratory roller etc.Comp. Spec No. MORTH 2001 CI.No.305 Page No.67 DSR I No.910 Pg No.245
Construction of granular sub base by providing close graded material mixing in mechanical mix plant at OMC carriage of mixed material to work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per MORTH & H clasue 401 (By Plant mix method) PWD DSR / It.No.927 P248 Construction of granular sub base grade 2
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. PWD / DSR/2015-2016 P.No.250 I.No.932 MORTH&H CL No.406
Providing & laying 75 mm thick built up spray grout on WBM surface ( Including tack coat 4Kg/10Sqm) Including supplying all materials preparing and cleaning the base laying the required thickness of metal in two layers heating and spreading bitumen spreading chips compacting both layers with power roller etc. Comp. As directed by Engineer in charge ( Using bulk bitumen 60/70 grade) Spec No. Morth 2001 Clause No.506 Page No.167 PWD DSR 2015-2016 Pg.No. 261 It. No.972
Providing and laying Hot Mix Hot Laid Bituminous Macadam 50mm / 75mm thick (average) with 3.30 percent bitumen by weight of total mix for leveling Course to removing irregularities, including diversion of traffic, supply of all materials, heating bitumen and chips, mixing bitumen and chips in hot mix plant, laying bituminous macadam by paver finisher including compacting with vibratory roller including tack coat on BT surface3Kg/10 Sqm . etc.Comp.Pg.No.264 It.No.981( By using bulk Asphalt 60/70 Grade) On BT Surface
Providing and laying Hot Mix Hot Laid Semi Dense Carpet / Bituminous concrete 40 mm thick bitumen 5.5% by weight of total mix including supplying all materials heating bitumen and chips in batch type or continious or drum type hot mix plant laying semidense concrete with self propolled paver finisher including compacting vibratory roller etc. Comp. ( including tackcoat at 5 Kg./10 Sqm) Spec No.M.O.S.T 1995 CL.No. 511 Page No.171 Based on DSR I.No.975 Pg.No.262 & As per rate Analysis( By Using Bulk Asphalt 60/ 70 Grade)
Providing bituminous liquid seal coat to black topped surface including supplying all materails preparing existing road surface heating and applying bitumen pressure sprayer for uniform spraying at specified temperature at 9.8 Kg. /10 Sqm spreading hips at 0.09 Cum/ 10 Sqm and rolling etc. Comp.(By using bulk asphalt ) as directed by Engineer in charge Spec No. Rd. 66 Pg.233 DSR I.No.959 Pg. No.257 ( By using bulk Asphalt 60/70 Grade)
Charniya Construction
M/S Kakaji Banduji Pathrikar
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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