THDC India Limited Tender
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The THDC has issued a formal invitation for competitive bids for the THDC India Limited project, for Strengthening Of Bituminous Approach Road Work Of Thdc Institute Of Hydro Engg. College At B.puram, Tehri in Tehri Garhwal, Uttarakhand, with an estimated contract value of Rs. 1,59,62,722. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 17-06-2025. Interested bidders for THDC India Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
THDC India Limited - THDC Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 May 2025
Closing Soon17 Jun 2025
Tender Amount₹ 1,59,62,722
Costs
EMD
₹ 3,19,255Document Cost
₹ 1,770Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_THDC_861883_1Tender No
THDC/TEHRI/PROC/OPEN/ 2025-26/14Tender Authority
THDC India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Cement plum Concrete with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.
12.96
4022
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications ( P.C.C. grade M 10 ) 1:3:6
7.11
5791
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications ( P.C.C. grade M 20 ) 1:2:4
3.12
6703
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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 mm dia
7.3
7272
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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification
15.67
63
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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications
18.83
3836
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Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
132.192
1033
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Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications
15.6
2210
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Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications PCC/R.C.C. grade M 25
12.78
8143
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Base Course
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WBM Grading 2
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 By Manual Means
75
2488
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WBM Grading 3
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 By Manual Means
225
2643
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Binder Coats
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Prime Coat
Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
3000
41
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification
11563.8
13
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification
13519.6
11
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Bitumionous Macadam
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Dense Bituminous Macadam with Warm Mix Technology Providing and laying Dense Bituminous Macadam with 100-120 TPH batch type Asphalt Mixing Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix, warm mix additive @ 0.4% by weight of bitumen and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Grading II - 26.5mm nominal size
607.11
10804
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Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification complete in all respects for Grading-II (bituminous binder @ 5.4 % of mix)
405.59
12073
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Repair Works
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Drains
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Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification
1270
3
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Shoulder
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Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.)
1890
47
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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications
1068.38
400
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Providing concrete for plain/ reinforced concrete in open foundations complete as per
drawings and technical specifications (PCC grade 1:3:6)
106.84
5791
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Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 60 mm as per drawings and Technical Specification
1068.38
648
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Parapet
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
599.04
209
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications
2423.48
21
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Miscellaneous Works
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Road Marking
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Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
500
518
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Road Delineators / Vertical Guide Posts:
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Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.
320
1152
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Traffic Signs
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Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet Providing and fixing of corrosion resistant 2 mm thick Type IV retro reflective cautionary, mandatory, informatory sign board with 7 year warranty as per IRC:67, made of high intensity sheeting fixed over ACP(Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, issued in original by Retro reflective sheeting manufacturer having operations in India by their Indian Subsidiary
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600 mm equilateral triangle
15
3885
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600 x 450 mm Rectangle
5
4505
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