Improvement and asphalting of Bursumbadi motor road from Berinag-Gangolihat motor road in Gangolihat constituency of Pithoragarh district under state plan.
PWD, 3rd Circle Pithoragarh · Pithoragarh, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.6Cr
- EMD: ₹5.1L
- Published: 02 Nov 2026
- Closing date: 07 Dec 2026
- Status: open
- Status as of: 05 Nov 2026 08:37 UTC
- Department: Public Works Department, Uttarakhand
- Office: Office of the Superintending Engineer, 3rd Circle, PWD, Pithoragarh
Description
Works contract for improvement and asphalting of the Bursumbadi motor road in Gangolihat constituency, Pithoragarh district, Uttarakhand. Estimated cost is Rs. 259.00 lakh including GST, with a completion period of 15 months. Bids are invited through the Uttarakhand e-Procurement Portal under a single-stage, two-bid system.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Bid Securing Declaration and documentary proof of exemption, if exempted from submitting EMD
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Commercial terms
- Bid type: Single Stage Two-Bid system
- Make in India (MII): No
- MSE preference: No
Line items (31)
- Excavation in Hill side cutting in all type of soils and rocks for extra widing & regrading as required at site including dressing of road surface to requried grade including rumaval and disposal of excavated material and debries from road side. — Qty: 1 Job
- 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 technicalspecifications Clause 305.1 of MoRD — Qty: 873.11 Cum
- 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: 735.98 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: 46.36 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: 195.17 Cum
- Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-incharge. (As per PWD Uttarakhand specifications) — Qty: 589.68 Cum
- Setting Out (Construction of Reference Pillars, Back Pillars and Job Pillars) Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications — Qty: 140 No.
- 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: 3978.09 Cum
- Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, level s and dimens ions . Ex cavated 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. Mechanical Means — Qty: 3100 Rmt
- Gravel /Soil -Aggregate Base (Table 400.2) Grading A Construction of gravel /soi l -aggregat e 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 to achieve the desired density, complete as per Technical Specifications Clause 402 — Qty: 21 Cum
- Water Bound Macadam with Crushable Screenings WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, appl y ing and brooming, c rushabl e 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: 254.71 Cum
- Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, appl y ing and brooming, c rushabl e 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: 1033.59 Cum
- Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading i n uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, appl y ing and brooming, c rushabl e 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 Mechanical Means — Qty: 1044.09 Cum
- Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class -B Type IV retroreflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 mm equilateral triangle — Qty: 36 No.
- Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class -B Type IV retroreflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 mm Circular — Qty: 24 No.
- Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class -B Type IV retroreflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67. 600 x 600 mm Square — Qty: 8 No.
- Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavement s hav ing thi c knes s 8 0 mm a s p e r drawings and Technical Specification Clause 1504. — Qty: 516 Sqm
- Ordinary Kilometer Stone (Precast) — Qty: 4 No.
- 200 m stone (precast) — Qty: 14 No.
- 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: 129.74 Cum
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