Construction of Approach Road at Neem Beach Rishikesh Dehradun 2nd Call

Bridge, Ropeway, Tunnel & Other Infrastructure Development Corporation of Uttarakhand Ltd. (BRIDCUL) · Rishikesh, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹5.1Cr
EMD: ₹10.3L
Published: 27 Oct 2026
Closing date: 12 Nov 2026
Status: open
Status as of: 29 Oct 2026 10:23 UTC
Ministry: Government of Uttarakhand
Department: Bridge, Ropeway, Tunnel & Other Infrastructure Development
Office: Head Office, Avasthapna Bhavan, 583-TH, Opposite Govt ITI, Niranjanpur, Majra Saharanpur Road, Dehradun-248001

Description

Construction of an approach road at Neem Beach, Rishikesh, Uttarakhand, including road works, retaining and breast walls, drainage and traffic signs. BRIDCUL invites bids from contractors registered with BRIDCUL in Category-I (5Cr. to 10Cr.). The estimated cost is Rs. 514.20 lakh and the completion period is 15 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Technical Bid, Financial Bid, Proof of tender fee and EMD submission, Bid Securing Declaration and documentary proof of exemption, if applicable

New to these terms? Read how tender eligibility criteria work.

Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (32)

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 — Qty: 1852.72 Cum
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. — Qty: 294.05 Cum
CARRIAGE OF MATERIALS By Mechanical Transport including loading,unloading and stacking Earth 10 km — Qty: 1558.67 Cum
Gravel/Soil-Aggregate Base (Table 400.2) Grading C 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 three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 — Qty: 704.55 Cum
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 Clause 405: By Manual Means — Qty: 352.28 Cum
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 Clause 405. : By Manual Means — Qty: 352.28 Cum
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 — Qty: 4697 Sqm
Providing and laying Dense Bituminous Macadam with the use of batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.25% by weight of total mix of mix 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 specification clause No. 507 complete in all respects. Grading I - 37.5mm nominal size — Qty: 234.85 Cum
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 Clause 503 — Qty: 4697 Sqm
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 clause No. 509 complete in all respects. for Grading-I (bituminous binder @ 5.2 % of mix ) — Qty: 140.91 Cum
Painting lines, Dashes, Arrows, etc. on Road in Two Coats on Old Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 — Qty: 102.48 Sqm
Cast in Situ Cement Concrete M 20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408) : Using Concrete Mixer — Qty: 1708 Rmt
90 cm equilateral triangle — Qty: 25 No.
60 cm circular — Qty: 25 No.
80 cm x 60 cm rectangular — Qty: 25 No.
90 cm high octagon — Qty: 25 no.
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge. — Qty: 756.3 Cum
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work.(Based on PWD specifications) — Qty: 149.4 Cum
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. — Qty: 1442.5 Cum
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix (1:2:4) upto 5m height — Qty: 35.52 Cum

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