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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC | ₹2.6 Cr | L1 | Accepted-AOC Considered |
| 2 | L1₹2.6 CrRejected-AOC | ₹2.6 Cr | L1 | Rejected-AOC Notconsidered |
| 3 | L1₹2.6 CrRejected-AOC | ₹2.6 Cr | L1 | Rejected-AOC Notconsidered |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Rejected |
Tender Value
₹2.7 Cr
EMD Value
₹5.5 L
Closing Date
9 Feb 2021, 4:00 pmClosed
Addl. CE, PWD(R), Eastern Zone, Dibrugarh
O/o Addl. CE, PWD(R), Eastern Zone, Dibrugarh
Construction of Santok Na Ali (Remaining Portion) from Ch. 3420.00m to Ch. 6520.00 m (L- 3.10 Km) under SOPD(G) for the year 2019-20
2021_PWD_20901_1
NIT/ACE/EZ/136/2020/50
Open Tender
Civil Works
Item Rate
270 days
Nazira
Please Refer Tender documents
6 documents required · 6 mandatory
₹7,700
Empowered Officer, ASRB
₹5.5 L
Yes
24 Mar 2021
3 Feb 2021
10 Feb 2021
3 Feb 2021
9 Feb 2021
3 Feb 2021
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.By Manual Means,(A) In area of non thorny jungle
Dismantling of Structures (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 unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres) iii) Dismantling Stone Masonry B) Rubble stone masonry in cement mortar.
Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. B) Above 600 mm to 900 mm dia
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:-Construction of subgrade 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 (300-2)with lead upto 1000m as per technical specification clause 303.1(from 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
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.(By Manual Means)
Providing and layng Interlocking Concrete Block Pavement (M40) having thickness 80 mm as per technical specification clause 1504 including carriage. (a)Including Edge block/Edge restraints.
Providing and laying Colored interlocking concrete block pavement having thickness 80mm as per technical specification IS 1504
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 II) Ordinary Kilometer Stone (Precast)
III) Hectometer 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( All the steel work must be Tata/ Sail/ or any other approved brand) ii) 60 Cm equilateral traingle
iii) 60 Cm Circular
iv) 80 Cm X 60 Cm rectangular
Direction and place identification sign upto 0.9sqm size board Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
Planting of Trees and their Maintenance for one 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 one year.
Earth work in exacavation for foundation upto 3m depth as per drawing and technical specifications,clause no.1104,including setting out construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with approved material.(I)Ordinary Soil(upto 3m)
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
Bedding of pipe Type A (Concrete Cradle) Bedding laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
Providing and laying Reinforce Cement Conc. Pipe NP3 for Culverts on 1st class bedding of granullar material in single row, including fixing collar with morter 1:2 but excluding excavation,protection works, backfilling ,concrete and massonary works in head walls and parapets clause 1106. (B) 1000mm dia
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Brick Masonry work in cement mortar in foundation of Head Walls complete excluding pointing and plastering as per drawing and technical specifications clause 1109. 1:4 cement mortar
Plastering with cement mortar(1:4),15mm thick on brick work in sub-structure as per technical specification clause 613,614 & 1204.
Construction of Foundation Stone with Brick masonry work in 1:4 cement mortar including plastering with cement mortar (1:4), 15mm thick on brick work and painting with 2 coats of water based cement paint, and fixing black colour granite plate on brick work of size 1067 mm x 762 mm (3'6" x 2'6") with necessary letter writting (golden coloured ) in groves on granite plate , boundary and logo of required size and numbers as desired by the department and as per drawing and as directed by the department including providing with pandel of size 60' x 40' with dias, arrangement of table & VIP chair 10 (ten) nos. and plastic chair 200 (two hundred) nos., electric generator, temporary arrangement of fan and lighting, sound system etc. as desired by the department required for Foundation Stone Laying Ceremony for public meeting to be addressed by VIPs with supply of package drinking water and refreshment etc.
APURBA JYOTI CHETIA
M/S K. C. CHHAWCHHARIYA
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