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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.2 LAccepted-Finance | ₹6.2 L | L-1 | Accepted-Finance Being 1st Lowest |
| 2 | L-2₹6.2 L+₹8,489.67 (1.38%)Rejected-Finance | ₹6.2 L+₹8,489.67 (1.38%) | L-2 | Rejected-Finance Being 2nd Lowest |
Tender Value
₹6.0 L
EMD Value
₹12,000
Closing Date
2 Apr 2026, 9:00 amClosed
EE Seraj at Janjehli
HPPWD Division Seraj at Janjehli
RR Damages Supajan Shaini Caig road in Km 0 000 to 0 900 SH Construction of Retaining wall at Rds 0 225 to 0 240
2026_PWD_132436_2
11682-84 Dated 20.03.2026
Open Tender
Civil Works - Roads
Percentage
Janjehli
Please refer Tender documents.
11 documents required · 11 mandatory
₹350
₹12,000
9 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Earthwork in excavation for structures as 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 including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge. | - | Per Cubic metre | - | - |
| - | Providing and laying mechnically mixed and vibrated cement concrete 1:3:6 (one cement : three sand : six graded crushed stone aggregate) 40 mm (twenty millimeter) size for plain / reinforced concrete in open foundation complete including form work as per drawings and technical specification clause 802,803,1202 & 1203 and curing complete including carriage of materials with in all leads and lifts as per the direction of Engineer-in- Charge. | - | Per Cubic Meter | - | - |
| - | Providing weep hole in brick masonry / stone masonry /plain reinforced concrete abutment wing wall return wall with 100 mm ( one hundred millimetre ) dia PVC pipe extended through the full width of the structures with slope of 1 (v) :20 (H) towards drawing face complete as per drawing and technical specification clause 614,709& 1206.6 complete including carriage of materials within all leads and lifts and other incidental. | - | Each | - | - |
| - | Back filling with granular material behind abutment, wing wall and return wall complete as per drawings and technical specification clauses 1206.3 and 1604.7 complete including carriage of material within all leads and lifts and other incidentals and as per directions of Engineer-in-charge. | - | Per Cubic metre | - | - |
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