Strengthening and Bituminous work of Jadi-Sijla motor road, in Chakrata block of Chakrata constituency in Dehradun district, under TSP.

PWD · Chakrata, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹2.1Cr
EMD: ₹4.2L
Published: 03 Nov 2026
Closing date: 17 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:39 UTC
Ministry: Government of Uttarakhand
Department: Public Works Department
Office: Office of the Superintending Engineer, 9th Circle, PWD, Dehradun

Description

Uttarakhand PWD invites bids for strengthening and bituminous works on Jadi-Sijla motor road in Chakrata block, Dehradun district, under TSP. The estimated cost is Rs. 178.06 lakh excluding GST and the completion period is 12 months. Bids are submitted through the e-procurement portal using a single-stage, two-envelope process.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Technical Bid, Financial Bid, Scanned copy of EMD instrument or Bid Securing Declaration and documentary proof of exemption, if applicable, Scanned copy of Power of Attorney

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Commercial terms

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

Line items (37)

Earth work in hill road (hill side cutting/filling):- Excavation in hilly area for construction of road in all types of soils & rocks with E&B and BLB as met at site true to lines as per plan, X section, L section camber, super elevation as required also including uprooting & cutting of bushes dressing of road surface to the required level and slopes with all lead, lifts and safe disposal of excavated material at salected dumping places by mechanical means/ manual means indicated in the drawing with out damaging forest and priate land including loading /unloading and slip clearance during hill side cutting as directed by Engineer-in-charge. Xs-0/0 to 4/40 — Qty: 1 L.S. one Job
Removal of Unsuitable Soil with Disposal For Dmping Zone Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 — Qty: 2214.67 Cum
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). — Qty: 55 Nos
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Manual Means — Qty: 2317.5 Rmt
Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification. — Qty: 26.42 Cum
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 — Qty: 9.91 Cum
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) — Qty: 23.11 Cum
Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification. — Qty: 567.04 Cum
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6 — Qty: 37.76 Cum
Random Rubble stone masonry for structure laid 1:6 by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. — Qty: 347.38 Cum
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) — Qty: 2.4 MT
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25 — Qty: 35.8 Cum
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) in water way — Qty: 2.08 Cum
Providing weepholes in brick masonry/stone asonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 — Qty: 87.34 Rmt
Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. — Qty: 52.4 Cum
Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification. — Qty: 141.13 Cum
Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. — Qty: 485.99 Cum
Random Rubble stone masonry for structure laid 1:6 by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. — Qty: 49.59 Cum
Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge. — Qty: 62.3 Cum
WBM Grading 1 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.By Mechanical Means — Qty: 1079.12 Cum

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