Reconstruction and improvement work of the SukhiDhang Shyamalatal Kanda motor road in the SukhiDhang area of Assembly constituency Champawat district Champawat Under the state plan

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

Key facts

Tender value: ₹83.4L
EMD: ₹2.0L
Published: 02 Nov 2026
Closing date: 25 Nov 2026
Status: open
Status as of: 05 Nov 2026 08:37 UTC
Ministry: Government of Uttarakhand
Department: Public Works Department
Office: Provincial Division, PWD, Champawat

Description

Reconstruction and improvement of the SukhiDhang–Shyamalatal–Kanda motor road in Champawat district under the state plan. Item-rate works tender under a single-bid system. Completion period is 12 months and bid validity is 90 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: GST registration certificate, PAN certificate, Registration certificate showing registration in the required category, E-challan for tender fee and GST, uploaded with the technical bid, Signed bid validity undertaking on non-judicial stamp paper, FDR for the prescribed earnest money deposit, pledged in favour of the Executive Engineer, Provincial Division, PWD, Champawat, R-1, 3-B No Due Certificate, Statement of dues and certificate of filing returns

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Commercial terms

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

Line items (19)

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: 130.88 CUM.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 — Qty: 44.58 CUM.
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) P.C.C. grade M 20 Nominal mix (1:2:4) — Qty: 9.2 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 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 2 as per Technical Specification Clause 405. By Mechanical Means — Qty: 233.08 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 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 2 as per Technical Specification Clause 405. By Mechanical Means — Qty: 882.99 CUM.
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 — Qty: 11212.5 SQM.
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 Clause 503. — Qty: 11212.5 SQM.
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2 — Qty: 11773.13 SQM.
Seal Coat with Emulsion Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, TYPE B — Qty: 11212.5 SQM.
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 Clause 301.5 — Qty: 598 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: 40.5 CUM.
Cement concrete masonry with 40% loose stone and 60% 1:2:4 cement concrete including supply of all material , labour , T&P etc. required for proper completion of the work . as per dwawing and technical specification clause 802, 803,1202,of MORD Specification ( For Parapet ) — Qty: 159.51 CUM.
Plain/reinforced cement concrete in substructure completeas 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: 4.34 CUM.
Supplying, fitting, and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 — Qty: 0.34 MT
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: 113.5 CUM.
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5) — Qty: 21.42 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. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction — Qty: 10.19 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: 65.17 CUM.
Road Delineators / Vertical Guide Posts: 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 sheet — Qty: 315 NOS.

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