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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-Finance | ₹4.2 L | 1 | Accepted-Finance 1 |
| 2 | 2₹4.4 L+₹23,723.41 (5.64%)Rejected-Finance | ₹4.4 L+₹23,723.41 (5.64%) | 2 | Rejected-Finance 2 |
| 3 | 3₹4.9 L+₹65,571.28 (15.6%)Rejected-Finance | ₹4.9 L+₹65,571.28 (15.6%) | 3 | Rejected-Finance 3 |
| 4 | 4₹4.9 L+₹66,725.70 (15.9%)Rejected-Finance | ₹4.9 L+₹66,725.70 (15.9%) | 4 | Rejected-Finance 4 |
Tender Value
₹5.8 L
EMD Value
₹11,600
Closing Date
16 Feb 2026, 11:00 amClosed
EE MANDI DIVISION NO-II HPPWD MANDI
EE
Restoration of rain damages on Deodhar Kheelgaloo road KM. 0/00 to 24/500. (SH- Construction of crated Retaining wall at RD 0/690 to 0/705) under PDNA-2023
2026_PWD_127888_1
MDII
Open Tender
Civil Works
Percentage
30 days
EE MANDI DIVISION NO-II HPPWD MANDI
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
Yes
₹11,600
Yes
18 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
Earth work in excavation for structures for all kinds of soil as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m (fifty metre), dressing of sides and bottoms and back filling in trenches with excavated suitable material in ordinary soil upto 3m (three metre) depth including entire carriage of material within all leads and lifts as per entire satisfaction and direction of Engineer-in-Charge.
Providing and laying 1:5:10 (One cement : five sand : ten graded crushed stone aggregate 40mm (Forty millimetre nominal size) concrete for plain/reinforced concrete in open foundations and curing complete including form work as per drawing and technical specification clauses 802, 803, 1202 and 1203 including carriage of materials with in all leads, lifts and other incidentals as per direction of Engineer-in-charge.
Providing and laying of boulder apron laid in wire crate with 4mm (four millimetre) dia. GI wire conforming to IS:280 and IS:4826 in 100x100 mm (one hundred into one hundred millimetre) mesh (woven diagonally) including 10 (ten) percent extra for laps and joints laid with stone boulders weighing not less than 25 kg (twenty five kilogram) each as per drawing and technical specifications clause 1301 complete within all leads, lifts carriage of material and other incidental complete in all respect as per direction and satisfaction of Engineer-in-Charge.
Back filling behind abutment, wing wall and return wall complete as per drawings and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentals as per direction of Engineer-in-Charge.
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