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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.7 LAccepted-AOC | L-1 | Accepted-AOC Work awarded to the lowest bidder L-1 | |
| 2 | L-2₹18.3 L+₹61,233.74 (3.45%)Rejected-Finance VILL PO GANVI TEH RAMPUR DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | L-2 | Rejected-Finance Rejected due to L-2 |
Tender Value
₹17.7 L
EMD Value
₹35,500
Closing Date
25 Jan 2026, 5:00 pmClosed
E.E. B and R Division, HPPWD, Joginder Nagar
O/o Executive Engineer, B and R Division, HPPWD, Joginder Nagar
(Sub Head- C/O of Retaining wall at km at RD 1/160 to 1/170 and CC Pavement at RD 3/370 to 3/960 under PDNA 2023
2026_PWD_126224_1
PW-JND-B and R-EA-I-NIT- 23560-609 dated 02.01.2026
Open Tender
Civil Works - Roads
Percentage
90 days
Charonjh
As Per SBD Document
9 documents required · 9 mandatory
₹500
Yes
₹35,500
10 Mar 2026
20 Jan 2026
26 Jan 2026
20 Jan 2026
25 Jan 2026
20 Jan 2026
Earth work in excavation for structures in all depths as per drawing and M.O.R.D.technical specification section 300 & 1600 excluding setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all lead and lift excluding 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 excluding 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 excluding 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 excluding the cost of form work in Retaining walls Breast walls, in or under water complete excluding, 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 excluding 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 excluding carriage of material within all leads and lifts and other incidentals .The rate is inclusive all taxes levy by the government time to time excluding 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 excluding 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 excluding 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 excluding GST.
Construction of un-reinforced cement concrete pavement as per design and drawing with expension and construction joints, over a prepared sub base, with 43 (forty three) grade cement as per technical clause and specifications M-20 (twenty) grade course and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm (twenty five milimetre) mixed in a concrete mixer of not less than 0.2 cum (zero point two cubic metre) capacity excluding form work with steel channels and plates complete in all respect excluding haulage of material in all leads and lifts by all modes of transportation and as per the entire satisfaction and direction of Engineer-in-Charge.The rate is inclusive all taxes levy by the government time to time excluding GST
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