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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAccepted-AOC | ₹4.1 Cr | L1 | Accepted-AOC L1 |
Tender Value
₹4.1 Cr
EMD Value
₹8.1 L
Closing Date
13 Dec 2024, 1:30 pmClosed
The Addl. Chief Engineer, PWD, BTC, Kokrajhar
O/o the Addl. Chief Engineer cum Director, PWD BTC
Construction of RCC Bridge No. 3/1 over river Puthimari at Dolonghat on Deulkuchi Gurmow Road with approaches in Baksa District under Rs. 250.00 Crore Additional BTC Package.
2024_BTC_40761_1
125/ACE/NIT/Infra/BTC/2022-23
Open Tender
Civil Works - Bridges
Works
540 days
Baksa
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,000
₹8.1 L
Yes
31 Dec 2024
3 Dec 2024
13 Dec 2024
3 Dec 2024
13 Dec 2024
3 Dec 2024
3 Dec 2024 - 13 Dec 2024
Amount
2.2 Clearing and grubbing of road land including up rooting rank vegetation grass, bush, shurbs saplings and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unseviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. (l) By manual Means- (a) In area of light jungle
3.4 Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporating to site, spreading, grading to required slope and compacting to meet required of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clause. (i) Private land
3.14 Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause. i) Private land
4.1 Construction of Granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface as per technical specification clause 401 (A) By Mix in Place Method i) For Grading II Material
Water Bound Mecadam 4.7 Providing, laying, spreading and Compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller 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 as per Technical Specification Clause 405. (2) Grading-II (A) By manual Means
Water Bound Mecadam 4.7 Providing, laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stage 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 as per Technical Specification Clause 405. (2) Grading-III (A) By manual Means
6.70 Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
Traffic Signs 10.2 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 fixing over aluminium sheeting, 1.5 mm thick 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 M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801 (i) 60 cm equlateral triangle
16.60 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.
16.43 Providing reflective pavement marker with a provision of spike at the bottom with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRTH & 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,
Direction and place identification sign more than 0.9sqm size board. 10.4 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 exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. 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)
3.12 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.
16.28 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. complete as per design and as directed. (b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
BRIDGE WORK 17.46 Plain/ Reinforced Cement concrete, in Substructure complete per Drawing and Technical Specification F. RCC Grade M 25 (p) Height up to 5.0 m
17.47 Reinforcement in Foundation Supplying, fitting and placing conforming to IS:1786 TMT reinforcement bar Fe500 in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 (Fe500D) Primary Producer (TATA/SAIL/Esser steel/ Jindal Panther Steel/ Shyam Steel or Equivalent)
17.53 Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
17.52 Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
17.58 Furnishing and placing reinforced / Prestressed cement concrete in superstructure as per drawing and Technical Specifications. E. RCC/PSC Grade M 40, Case I : Using Concrete Mixer II) T-beam & slab (a) Height upto 5m
17.59 Supplying, fitting and placing TMT bar reinforcement complete in superstructure complete as per drawing and technical specification (a) TMT-IS 1786 (Fe-500 D) Primary Producer (TATA/SAIL/Esser steel/ Jindal Panther Steel/ Shyam Steel or Equivalent)
17.60 High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
17.61 Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications
17.64 Construction of pre cast RCC railing of M30 Grade in situ with 20 mm nominal size aggregate, true to line and grade tolerance of vertical RCC post not to exceed 1 in 500 center to center spacing between vertical post not to exceed 2000 mm leaving adequat space between vertical post for expansion.
17.67 Drainage spouts complete as per approved drawings and technical specifications.
17.77 Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
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