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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-AOC BARNALI TOWER MIRZA KAMRUP ASSAM PIN 781125 | KAMRUP | ASSAM | 781125 | ₹4.2 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹4.2 Cr+₹79,286.32 (0.19%)Rejected-AOC | ₹4.2 Cr+₹79,286.32 (0.19%) | L2 | Rejected-AOC Not Awarded |
Tender Value
₹4.2 Cr
EMD Value
₹8.4 L
Closing Date
6 Apr 2022, 2:00 pmClosed
Chief Engineer (Roads), PWRD, Assam
O/o the Chief Engineer (Roads), PWRD, Assam, Chandmari, Guwahati, 781003
SOPD_G_21_22_38 Construction of Road cum Bandh from Dackhin Lenga to Dirgheswari Mandir (from Ch. 500.00m to Ch. 3950.00m including Leg-1) under SOPD(G) for the year 2021-22.
2022_PWD_24778_1
CE/DEV/TB/327/2021-22/2
Open Tender
Civil Works
Item Rate
270 days
Jalukbari and Hajo Territorial road Division
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,450
Empowered Officer, Assam State Road Board
₹8.4 L
Yes
O/o the Chief Engineer (Roads), PWRD, Assam,
27 Jun 2022
17 Mar 2022
7 Apr 2022
17 Mar 2022
6 Apr 2022
30 Mar 2022
17 Mar 2022 - 29 Mar 2022
29 Mar 2022
Amount
Clearing and Grubbing Road Land .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. (ii) By Mechanical Means, (A) In area of non-thorny jungle
Embankment Construction with Material Obtained from Borrow Pits (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 (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.), (A) Private Land
Granular Sub-Base with Coarse Graded Material ( Table:- 400.1) (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
Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints
Bamboo Palasiding Single bamboo palasiding / walling of whole 2nd class bamboo (Jati or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5, Driven at least 900 mm below ground and 1200 mm above ground
Sand Filled Bag
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 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Bedding for pipe: (ii) Type B(First Class) Bedding, Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii), (i) Sand Filling
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification. Randon Rubble Masonry
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
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. (B) 1200 mm dia
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 manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year
Traffic Signs : 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. (ii) 60 cm equilateral triangle
Traffic Signs : 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) 80 cm x 60 cm rectangular
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. omplete as per design and as directed. (a) 30 cm dia RCC guard post with reinforcement of 6 nos 12mm dia TMT main steel bars 6mm TMT/MS stirrups at 15cm c/c.
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
DULAL KALITA
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