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Tender Value
₹3.7 L
EMD Value
₹7,500
Closing Date
20 Jun 2026, 10:00 am5d left
EE HPPWD Division Nerchowk
EE HPPWD Division Nerchowk
Construction of Retaining wall in PCC 1-5-10 at RD 4/660 to 4/675).
2026_PWD_136372_9
PW-NCD-E-Tender/ Publication/2026- 1688-95 dt. 08.06.2026
Open Tender
Civil Works
60 days
Nerchowk
as per SBD
12 documents required · 12 mandatory
₹350
₹7,500
11 Jun 2026
11 Jun 2026
20 Jun 2026
11 Jun 2026
20 Jun 2026
11 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation for structure as per drawing and technical specification clause 305.1ncluding setting out, costruction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50 metres, dressing of sides and bottom and back filling in trenches with excavated suitable material. Ordinary soil upto 3.00 mtrs. depth.including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. | 44.7 | Per Cubic Metre | 287 | ₹12,828.9 | BI01010001010000000000000515BI0100001113 |
| 2 | Providing and laying concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 and 1203 in cement concrete 1:5:10 (one cement: five sand : ten graded stone aggregate 40mm (forty millimetre) nominal size) including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. | 70 | Per Cubic Metre | 4,895 | ₹3,42,650 | BI01010001010000000000000515BI0100001114 |
| 3 | Providing weep hole in brick masonry/ stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100mm dia.(one hundred millimetre diametre) PVC pipe extending through the full width of the structures with slope of 1V:20H (one vertical isto twenty horizontal) towards drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7 including carriage of material and other incidentials as per the direction of the Engineer-in Charge . | 25 | Each | 287 | ₹7,175 | BI01010001010000000000000515BI0100001115 |
| 4 | Back filling behind abutment wing wall and retainling wall complete as per drawing & technical specification clause 1204.3.8 Granular material and including carriage of material with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge. | 9 | Cum | 1,102.5 | ₹9,922.5 | BI01010001010000000000000515BI0100001116 |
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