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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC | ₹3.5 Cr | L1 | Accepted-AOC Awarded |
| 2 | L1₹3.5 CrRejected-Finance HOUSE NO 20 BAGHARBARI VIDYANAGAR 2 PANJABARI GUWAHATI ASSAM 781037 | KAMRUP METRO | ASSAM | 781037 | ₹3.5 Cr | L1 | Rejected-Finance Not Qualified |
| 3 | L1₹3.5 CrRejected-Finance | ₹3.5 Cr | L1 | Rejected-Finance Not Qualified |
| 4 | L1₹3.5 CrRejected-Finance | ₹3.5 Cr | L1 | Rejected-Finance Not Qualified |
| 5 | L1₹3.5 CrRejected-Finance PROP SUMAN AHMED 10TH BYE LANE DISPUR GUWAHATI KAMRUP M ASSAM | KAMRUP | ASSAM | 781030 | ₹3.5 Cr | L1 | Rejected-Finance Not Qualified |
Tender Value
₹3.9 Cr
EMD Value
₹7.7 L
Closing Date
28 Aug 2020, 2:00 pmClosed
Chief Engineer, PWD Roads, Assam
O/o the Chief Engineer, PWD Roads, Assam
Construction of the Existing Approach Road at Receiving Terminal of Barauni- Guwahati Pipeline (BGPL) at Kharghuli No. 2, Panikhaiti, Guwahati, Assam (Deposit work)
2020_PWD_18315_1
CE/Commn/14/19-20/Pt-I/15_GAIL
Open Tender
Civil Works – Roads
Item Rate
90 days
Panikhaiti, Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Yes
Empowered Officer, Assam State Road Board
₹7.7 L
Yes
9 Oct 2020
8 Aug 2020
28 Aug 2020
8 Aug 2020
28 Aug 2020
8 Aug 2020
8 Aug 2020 - 28 Aug 2020
Amount
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unnecceray, sorting thedismantaled material, disposal of unservicable material I) Cement Concrete
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unnecceray, sorting thedismantaled material, disposal of unservicable material II) RCC
Stripping, storing of top soil by road side at 15 m internal and re-application on embankment slopes, cut slopes and other areas in localities where the available embankment material is not conducive to plant growth.
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Construction of granular sub-base by providing close graded Material, mixing in a 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 i) by mix in place method
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade Grade II
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade Grade III
Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material i) Mechanical Mrans ii)without dewatering a) depth upto 3 m
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications and steel shuttering farmwork RCC Gr M 20 using transit mixer
(a)Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm 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
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M15 wing wall, Curtain wall, Appron
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications M20 wing wall
Construction of dry rubble flooring at cross drainage works for relatively less important works.
Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with
Plain/Reinforced Cement Concrete in Sub structure complete as per Drawing and Technical Specifications PCC grade M15
Plain/Reinforced Cement Concrete in Sub structure complete as per Drawing and Technical Specifications PCC grade M20
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 45cmx45cmx60cm,60 cm below ground level as per drawing and sign i) 60cm equilateral triangle
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 45cmx45cmx60cm,60 cm below ground level as per drawing and sign i) 60cmX45Cm rectangular
4 Star Group
Jitu Tapan Gogoi
Rana Construction and Engineers Pvt. Ltd.
Pusphas Construction Pvt Ltd
Kishor Kr. Baruah
M/S MORAMI ENTERPRISE
M/S K.K Enterprise
Hemanta kr Bhagabati
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