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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC KOCHGAON CITY TOWN GOLAGHAT P O FURKATING P S GOLAGHAT DISTRICT GOLAGHAT PIN 785610 | GOLAGHAT | ASSAM | 785610 | ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.9 Cr+₹25.0 L (15.1%)Rejected-Finance A T ROAD HOUSE NO 0 CITY TOWN BOKAKHAT P O BOKAKHAT P S BOKAKHAT DIST GOLAGHAT PIN 785612 | BOKAKHAT | GOLAGHAT | ASSAM | 785612 | ₹1.9 Cr+₹25.0 L (15.1%) | L2 | Rejected-Finance L2 bidder |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
11 Dec 2019, 2:00 pmClosed
C.E. PWD (Roads) Assam, Guwahati
O/o the C.E. PWD (Roads) Assam, Guwahati
Improvement of road from Circuit House Approach Road to Kushal Path, Chandmari Tiniali, Sankardev Sisu Niketan at Golaghat by providing strengthening and widening under CIDF for the year 2019-20 (from Ch. 0.00m to 1409.00m)
2019_PWD_14877_1
CE/Com/UDD/30/19-2CIDF Circuit
Open Tender
Civil Works – Roads
Item Rate
180 days
Golaghat
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,500
Yes
Empowered Officer, Assam State Road Board
₹3.7 L
Yes
22 Jun 2020
22 Nov 2019
11 Dec 2019
22 Nov 2019
11 Dec 2019
22 Nov 2019
22 Nov 2019 - 11 Dec 2019
Amount
Cleaning & grabbing of road land uprooting wild vegetation grass , Bush, Shurbs , saplings and tree of girth up to 300mm removal of slumps trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auction up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause 201. I) By Manual means (A) In area of non thorny jungle
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1., (I) Private land
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.III) For grading II material., A) By Mix in Place Method
Water Bound Macadam Sub-base/base, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405., WBM Grading III, a) by Manual means
Inter locking concrete Block pavement, Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage)
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material., I. Ordinary soil, A. Up to 3 m depth
Providing soling in foundation and under floor at all level with stone/best quality jhama brick ,sand packed and laid after preparing the sub-grade as directed by the deptt. B) Brick on flate soling
plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork, A. With crushed stone., (I) P.C.C grade M 10, Nominal mix 1:3:6
plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork, A. With crushed stone., (I) P.C.C grade M 15, Nominal mix 1:3:6
plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork, A. With crushed stone., , Nominal mix 1:3:6, R.C.C grade M 20
Providing concrete for plain/reinforced concrete in Sub structure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, (I) P.C.C grade M 15
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203, (I) R.C.C grade M 20
Supplying, fitting, and placing TMT bar reinforcement in foundation complete as per drawing and technical specifications with TATA make TMT CRS ( Fe 500 grade ) reber.
Providing weep holes in Brick asonry/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 specification
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 1) Granular material
Furnishing and placing Reinforced/Prestressed cement concrete in sub structure as per drawing and Technical specification including steel shuttering formwork. I) RCC grade M-20
Furnishing and placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical specification including steel shuttering formwork. I) RCC grade M-20
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications with TATA make TMT CRS ( Fe 500 grade ) reber.
plain/reinforced concrete in open foundations complete as per drawings and technical specifications including steel shuttering formwork, A. With crushed stone., , Nominal mix 1:3:6, P.C.C grade M 20
NK AGARWALLA
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