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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC KARANJA GHA TAL KARANJA DIST WARDHA | KARANJA | WARDHA | MAHARASHTRA | ₹1.6 Cr | L1 | Accepted-AOC Minimum price bid |
| 2 | L2₹1.6 Cr+₹2.1 L (1.34%)Rejected-Finance 15 SANMATI NEW UROODELA COLONY NEAR DATTA MEGHE PLOYTECHNIC KOTWAL NAGAR DIST NAGPUR 440015 | NAGPUR | MAHARASHTRA | 440015 | ₹1.6 Cr+₹2.1 L (1.34%) | L2 | Rejected-Finance Price quoted is more than minimum price bid |
| 3 | L3₹1.7 Cr+₹10.5 L (6.78%)Rejected-Finance | ₹1.7 Cr+₹10.5 L (6.78%) | L3 | Rejected-Finance Price quoted is more than minimum price bid |
| 4 | L4₹1.7 Cr+₹11.4 L (7.35%)Rejected-Finance 116 NEW COLONY NAGPUR | NAGPUR | NAGPUR | MAHARASHTRA | ₹1.7 Cr+₹11.4 L (7.35%) | L4 | Rejected-Finance Price quoted is more than minimum price bid |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
17 Aug 2018, 5:00 pmClosed
Chief Officer.
Municipal Council Katol.
Construction Of B.T.and Widening of Road both side with 800mm dia R.C.C. Pipe drain on both sides with paving block footpath and RCC Square block Beam for plantation from Mundhada Petrol Pump to Lendi River Bridge in ward 14(Old),Prabhag 5.(2nd call)
2018_DMA_339833_1
mck_katol/03/2018
Open Tender
Civil Works
Item Rate
270 days
Municipal Council Katol.
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
Online Payment
₹1.6 L
25 Aug 2020
6 Aug 2018
20 Aug 2018
6 Aug 2018
17 Aug 2018
6 Aug 2018
Amount
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.
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.
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 OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material
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 Intelligent Compactor with compaction analyzer and V-Sat attachment.to the required density. Grading I (Using Screening Type B (11.2 mm) 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 requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading II (Using Screening Type B (11.2 mm) Aggregate)
Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.
BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 2, 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 density for 50/75 mm compacted yhickness with .. using drum mix type hot mix plant with SCADA having complying essential features of hot mix plant as per IRC - 27 - 2009 specified conditions and attachment such as electronic load sensor based belt conveyers, automatically 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. etc. complete... Bitumen VG-30 Grade 3.40%
BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS,achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler
Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids etc. complete.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
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 etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
Providing and filling sand in foundation trenches / below Raft as per drawing and technical specifications etc. complete. (Coarse Sand and Gravel )
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specifie loading, unloading and stacking as dbed, compacting blocks by plate vibrator etc. complete.
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 bed, compacting blocks by plate vibrator etc. complete.
Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.)
Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb with gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant
Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 kg)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.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 cm height each including preparing the surface, cost of material, conveying etc. complete.
Providing and constructing Information Pillar of Brick Masonry in C.M. 1:6 of size 2.0 m x 0.23 m x 1.0 m with base pedestal of size 2.3 m x 0.35 m x 0.45 m (0.3 m above ground), excavtion in ground upto 0.52 m, laying 0.15 m thick 80 mm soling, 0.10 m thick c.c. 1:3:6, finishing the pedestal and pillar in cement plaster 12 mm thick in C.M. 1:5 and finishing the pillar with neat cement finish, applying flat oil paint of approved colour in two coats, including curing, finishing etc complete.(In B.C. Soil with 12 mm thick R.C.C. raft in M-15, including reinforcement) Spec. No. :As directed by Engineer-in-charge.
Painting Line, Dashes, Arrows etc on Roads in two coats on new work with ready mixed road marking paint confirming to I.S. 164 on Bituminous surface including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control (Over 10cm wide) (MORTH-803) -- New Surface
P.V.C.pipe 160mm dia. Rain Water Pipe material rate
P K CONSTRUCTION
G.N.NIKAM
M/s Anand Ashok Budhraja
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