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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC CONTRACT AWARDED |
| 2 | L2₹1.7 Cr+₹12,825.24 (0.07%)Rejected-AOC | ₹1.7 Cr+₹12,825.24 (0.07%) | L2 | Rejected-AOC CONTRACT NOT AWARDED |
| 3 | Not Admitted-Fee/PreQual/Technical C O LT BHARAT MAZUMDAR PANJABARI PS NOONMATI KAMRUP METRO PIN 781037 ASSAM | KAMRUP METRO | ASSAM | 781037 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Udl/AD/19-20/01 Improvement /Upgradation of CC Block of Ambagaon Church road
2020_PWD_16002_9
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Udalguri
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,200
Empowered Officer, ASRB
₹3.4 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
9 Dec 2020
22 Jan 2020
6 Feb 2020
22 Jan 2020
5 Feb 2020
22 Jan 2020
22 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
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
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.
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. (ii) For 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, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A) By Manual means iii) Grading-III (c) Using stone screening Type-B 11.2mm
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge restrains and carriage)
Providing and laying Coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. A) Coloured including Edge block/Edge restraints
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Construction of RCC Slab Culvert 2.00 m Span as per approved drawing and design (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.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B.With Natural Gravel I. P.C.C. grade M 10 (i) Nominal Mix 1:3:6
B. PCC Grade M 20 III P.C.C. Grade m 20 (i) Nominal mix 1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 IV RCC grade M 20 III) P.C.C. grade M 20 (i) Nominal Mix 1:2:4
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 IV) RCC Grade M 20 (i) Nominal mix 1:2:4 (a) Height upto 5 M
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Suppplying fitting and placing TMT (Fe-500 D) reinforcement in super structure as per drawing and technical specification clause 1002, 1010, 1202
Drainage spouts complete as per drawing and technical specifications Clause 1209
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Construction of 1000mm dia HPC Single raw NP3 as per approval drawing and design (Earth work in excavation for structures as per drawing and technical specification 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.
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With Natural Gravel (i) PCC Grade M 10 Nominal Mix 1:3:6
Bedding for pipe, Type B (Ist Class) Bedding Laying (First Class) Bedding on well compected Granular material
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel (ii) PCC Grade 15 9i) Nominal mix 1:2:5:5
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8, fixed in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary kilometer Stone (Precast)
iii) 200 m stone (Precast)
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 iv) 800 mm x 600 mm rectangular
ii) 600mm equilateral triangle
1st Year Maintenance Cost
2nd Year Maintenance Cost
3rd Year Maintenance Cost
Fwilao Basumatary
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