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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹29.0 LAccepted-AOC | L-1 | Accepted-AOC Work awarded to the Lowest contractor L-1 | |
| 2 | L-2₹30.0 L+₹97,008.26 (3.34%)Rejected-Finance HIMACHAL PRADESH | L-2 | Rejected-Finance Rejected due to L-2 | |
| 3 | Not Admitted-Fee/PreQual/Technical S O SH RAMESH KUMAR VILLAGE PASSAR PO BALH KAWAR TEHSIL LAD BHAROL DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | - | Not Admitted-Fee/PreQual/Technical Others-Application received from concerned contractor for not opened his technical bid | |
| 4 | Rejected-Technical GOVT ELECTRICAL CONTRACTOR C VILLAGE HAT PO BAJAURA TEHSIL BHUNTAR DISTRICT KULLU HP 175125 | KULLU | HIMACHAL PRADESH | 175125 | - | Rejected-Technical None Responsive |
Tender Value
Refer Docs
EMD Value
₹58,100
Closing Date
4 Mar 2026, 9:00 amClosed
Executive Engineer
O/o Executive Engineer, B and R Division, HPPWD, Joginder Nagar
(Sub Head -Construction of retaining wall Near Toilet Block between RD. 0/015 to 0/055) under Edu. Deposit SID- SDF-2025/1119)
2026_PWD_129758_1
PW-JND-B and R-EA-I-NIT- 32151-200 dated 21.02.2026
Open Tender
Civil Works - Roads
Percentage
School
As Per SBD Document
9 documents required · 9 mandatory
₹2,000
₹58,100
2 Apr 2026
27 Feb 2026
5 Mar 2026
27 Feb 2026
4 Mar 2026
27 Feb 2026
Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift including dressing of sides and bottom and back filling in trenches with excavated Suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damage to hill side, water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines grades, side slopes, width, camber super elevation and level as shown on the drawings or as directed by the Engineer-in-Charge, hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified manner, filling of unevenness and finishing the road to specified dimension or as directed by the Enginer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage, rain and other causes it shall be removed by suitable diversion, bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. Any loss to the public or private property during the course of excavation shall be the whole responsibility of the contractor which shall have to be duly compensated by him at his own cost .The rate is inclusive all taxes levy by the government time to time including GST.
Providing and laying cement concrete 1:5:10(one cement: five sand:ten graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size ) plums and curing complete including the cost of form work in Retaining walls Breast walls, in or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arisen at the time of laying under water complete for all heights/depths including cost of form work as per drawings and MORD technical specifications section 800, 900,1200 & 1600 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate is inclusive all taxes levy by the government time to time including GST.
Back filling behind abutment wing wall and return wall complete as per Drawing and technical specifications clause 1204.3.8 Granular material complete within all leads, lifts carriage of material and other incidentials.The rate is inclusive all taxes levy by the government time to time including GST.
Providing weep holes in brick masonry/stone masonry/plain or reinforced concrete abutment, wing wall, return wall with 100mm (one hundred millimeter) dia P.V.C. pipe extending through the full width of the structures with slope of I (v): 20(H) towards drainage face complete as per drawing and M.O.R.D.technical specification clauses 614, 709 & 1206.6 and as per the directions of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals and to the entire satisfaction of the Engineer-in-Charge .The rate is inclusive all taxes levy by the government time to time including GST.
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BOQ_191822.xls
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SBD.pdf
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