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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance CANAL ROAD BANBASA CHAMPAWAT | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹64.9 L
EMD Value
₹1.5 L
Closing Date
4 May 2026, 5:00 pmClosed
Executive Engineer, CD, PWD, Khatima (U.S. Nagar)
Office of The Executive Engineer, C.D., P.W.D., Khatima (U.S. Nagar)
Construction of internal link road by interlocking tile from Km 23 and 24 of SH70 to Surendra Bhatt and Dharmendra House in populated area of Gram Sabha Kutri Pachauria in Khatima Under State Sector
2026_pwd_94279_1
EE TN 607/5AC Dated 04-04-2026 (07)
Open Tender
Civil Works - Roads
Item Rate
180 days
Khatima
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Head 0059018000600 and GST no- 05AAAGL0113J1ZW
₹1.5 L
30 Apr 2026
16 Apr 2026
5 May 2026
16 Apr 2026
4 May 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation for Structures
Earthwork in excavation for structures per drawing
and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material | - | cum | - | - |
| - | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600,
1202 & 1203.Brick masonry in 1:4 cement mortar | - | cum | - | - |
| - | Providing concrete for plain/ reinforced concrete in open foundations complete per drawing
and technical specifications Clause 802, 803, 1202 & 1203.Nominal mix 1:3:6 | - | cum | - | - |
| - | Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and
1208.4 | - | cum | - | - |
| - | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 1 | sqm | - | - |
| - | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar
1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.750 mm dia | - | Rmt | - | - |
| - | 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 | 1 | cum | - | - |
| - | Providing weepholes in brick masonry/stone masonry, 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 | - | Rmt | - | - |
| - | 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 sheets vandal-proof. Including all test report and warranties asper IRC 67 and IRC 79. | - | nos | - | - |
| - | Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective 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 | - | - | - | - |
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