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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC | ₹4.2 Cr | L1 | Accepted-AOC CONTRACT AWARDED |
| 2 | L2₹4.2 Cr+₹1.2 L (0.29%)Rejected-AOC | ₹4.2 Cr+₹1.2 L (0.29%) | L2 | Rejected-AOC CONTRACT NOT AWARDED |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.2 Cr
EMD Value
₹8.3 L
Closing Date
4 Jun 2020, 2:00 pmClosed
The Chief Engineer, PWD (Roads), Assam
O/o The Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati - 3
Re-construction of Khagen Mohanta Auditorium to Nagaon Power house Tiniali via ASTC, Jayshree and Krishna Cinema hall under SOPD-G for the year 2019-20, Nagaon LAC
2020_PWD_17526_24
CE/DEV/TB/504/2019-20/17
Open Tender
Civil Works
Item Rate
365 days
Nagaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Chief Engineer, PWD (Roads), Assam
₹8.3 L
Yes
O/o The Chief Engineer, PWD (Roads), Assam
15 Oct 2020
15 May 2020
5 Jun 2020
15 May 2020
4 Jun 2020
21 May 2020
21 May 2020
Amount
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
Maintenance of earthen shoulder(filling with fresh soil) Making up loss of material/irregularities on sholder(Avarage 150mm filling)to design levl by adding fresh approved soil andcompacting it with approved equipment)
Scarifying existing bituminous surface to a depth of 150 mm by mechanicalmeans (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Construction of Granular Sub Base (GSB) providing coarse graded materials, spreading in uniform layers with motor grader in prepared surface, mixing nby mix in place method with vibratory roller to achieve the desired density, complete as per clause 401 (with all leads) - (i) For Grading II material
Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-II (B) By manual Means (c. using screening type-B) 11.2mm aggregate
Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (c. using screening type-B) 11.2mm aggregate
Providing and laying interlocking concrete block pavement(ICBP conforming to IS 15658-2006 including all lead and lift complete as per technical specification and as directed. (a) 80mm thick interlocking precast block having compressive strength 40N/sq mm.
Providing and laying M-40 grade cement concrete edge block edge restrain complete as per technical specification clause 1504.
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) A. with bitumen emalsion-CSS- 1h .
Tack Coat :-Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (c) Granular surfaces treated with primer .
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen (ii) for GradingII(10 mm nominal size)
Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (i) 60cm equilateral traingle
Retro reflectorised Traffic sign: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 60cm circular
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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.
Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & H's fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Earth work in excavation of foundation of structures as per drawing & technical specifications clause 305.1 including setting out construction of shoring and bracing, removal of strumps and other deleterious material and disposal upto a lead of 50m ,dressing of sides and backfilling in trenches with excavated suitable material. (1) In ordinary soil , A. Manual means. i)Upto 3m Depth.
Providing brick soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. a) Brick on flat soling
Plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 &1203. (i) PCC Grade M-15
Supplying,fitting and placing TMT bar reinforcement bars in sub structures complete as per drawing and technical specificatios.
Plain /reinforced cement concrete in Sub Structure complete as per drawing and technical specification and steel shuterring framework. B) RCC Grade M-25 Height upto 5.00M
Providing Weep holes in Brick Masonry/Plain/Reinforced Concrete abutment,wingwall/return wall with 100mm dia AC Pipe,extending through the full width of the structure with slope of 1V :20H towards drawing foce.Complete as per drawing and technical specification.
Ramawtar Agarwala
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