Strengthening work from Km 1.00 to Km 15.00 of Bijorapani Kunjhkhal Kolakhal Paniya Basdang Jaikot Major District Road proposed under CRIF in Chaubattakhal Constituency, District Pauri Garhwal, Uttarakhand

12th Circle Public Works Department, Pauri Garhwal · Pauri Garhwal, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹11.4Cr
EMD: ₹22.9L
Published: 24 Oct 2026
Closing date: 12 Nov 2026
Status: open
Status as of: 29 Oct 2026 10:08 UTC
Ministry: Government of Uttarakhand
Department: Public Works Department of Uttarakhand
Office: Office of the Superintending Engineer, 12th Circle P.W.D., Pauri Garhwal

Description

Strengthening of 15 km of the Bijorapani–Kunjhkhal–Kolakhal–Paniya–Basdang–Jaikot major district road under CRIF in Pokhra, Pauri Garhwal. Estimated cost is Rs. 1143.69 lakhs and completion period is 12 months.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Single Stage Two-Envelope Bidding process
Evaluation: Item wise
Make in India (MII): No
MSE preference: No

Line items (42)

Excavation in hill side cutting in all type of soil and rock which may be met at site for making the road as per plan and L-section with reference to level and back cutting pillars fixed at site including all leads & lift and disposal of excavated materials and also including jungles clearance and uprooting of trees complete and also including supply of all materials labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge. — Qty: 1 L.S.
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 Clause 305.1 of MORD Specifiction — Qty: 251.27 Cum
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) — Qty: 41.6 Cum
Cement plum Masonry 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. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction — Qty: 18 Cum
Random Rubble Stone Masonry laid Dry, inbreast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses702, 704, 1202 & 1203 of MORD Specifiction — Qty: 510.1 Cum
Retaining Walls / Breast Walls Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 Stone masonry in cement mortar 1:5 — Qty: 256.35 Cum
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120mm, mesh wire diameter 2.7mm/3.7mm, edge/selv edge wire diameter 3.4/4.4mm and lacing wire diameter 2.2/3.2mm. (The work includes filling boulders in the gabions) — Qty: 121 No
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications — Qty: 321 Rmt
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 Clause 305.1 of MORD Specifiction — Qty: 1294.04 Cum
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 With Batching Plant, Transit Mixer and Concrete Pump — Qty: 65.39 Cum
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump — Qty: 65.86 Cum
Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specifications RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump — Qty: 118.04 Cum
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications — Qty: 25.3 MT
Filler joint Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. — Qty: 452.1 Rmt
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications — Qty: 616 Nos
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 Clauses 702, 704, 1202 & 1203 of MORD Specifiction — Qty: 755.18 Cum
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) — Qty: 143.15 Cum
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 to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres)) Mechanical means — Qty: 11550 Rmt
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 Clause 305.1 of MORD Specifiction — Qty: 2.63 Cum
PCC 1:3:6 in Foundation (Plain cement concrete 1 : 3 : 6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) — Qty: 2.63 Cum

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