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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC VILL NORTH TOKRER CHARA PO GOLAKGANJ PS GOLAKGANJ DISTRICT DHUBRI ASSAM | ₹1.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.1 Cr+₹592.28 (<0.01%)Rejected-AOC 06 LAWTOLA P O LAWTOLA P S MUKALMUA NALBARI PIN 781126 | NALBARI | ASSAM | 781126 | ₹1.1 Cr+₹592.28 (<0.01%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.1 Cr+₹951.78 (<0.01%)Rejected-AOC | ₹1.1 Cr+₹951.78 (<0.01%) | L3 | Rejected-AOC L3 |
| 4 | L4₹1.2 Cr+₹6.1 L (5.32%)Rejected-AOC | ₹1.2 Cr+₹6.1 L (5.32%) | L4 | Rejected-AOC L4 |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
18 Aug 2020, 2:00 pmClosed
Superintending Engineer
O/O Superintending Engineer, PWD(Roads), WAC, Goalpara
Re-Construction of road from (a) Halakura HE School Kathaltoli Bazar road to Lowdangarpar (b) Halakura HE School to Prodhanirtari village under SOPD-G for 2020-21, Golakganj LAC. Package No. SOPD(G)_WAC_40
2020_PWD_18202_12
CT-14/NIT/2020/7 dated 20.07.2020
Open Tender
Construction Works
Item Rate
180 days
Golokganj LAC
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
Empowered Officer, ASRB, AC No. 10566991479
₹2.4 L
Yes
2 Dec 2022
27 Jul 2020
19 Aug 2020
27 Jul 2020
18 Aug 2020
27 Jul 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. By Manual Means. (A) In area of non thorny jungle.
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.
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 as per Technical Specification Clause 309.
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. 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. By Manual Means.
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. 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.
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. 800mm x 600mm rectangular.
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. 600mm equilateral triangle.
Construction of R.C.C. guide posts of 250 mm dia, M25 grade as per drawing and technical specification Clause 1401.6.
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast).
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200 m stone (precast).
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
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.
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203. Brick masonry in 1:3 cement mortar.
Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row . 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.
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.
MATIUR RAHMAN
MANIK KUMAR MUCHAHARY
M/S UDESHNA CONSTRUCTION
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