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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹13.7 LAccepted-AOC HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176093 | L-1 | Accepted-AOC AOC | |
| 2 | L-2₹14.9 L+₹1.3 L (9.28%)Rejected-Finance SHYAM COTTAGE RAM NAGAR SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹15.1 L+₹1.4 L (10.1%)Rejected-Finance | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹19.2 L+₹5.6 L (40.8%)Rejected-Finance | L-4 | Rejected-Finance L-4 |
Tender Value
₹11.3 L
EMD Value
₹22,600
Closing Date
9 Jun 2020, 5:00 pmClosed
Executive Engineer, Mandi Divn.No.I, HPPWD, Mandi
Executive Engineer, Mandi Divn.No.I, HPPWD, Mandi
Construction of wire crated retaining wall at R.D. 10/900 to10/980
2020_PWD_37732_1
PW-MDI-Tender-NIT- 986-1021 dated 15.05.2020
Open Tender
Civil Works - Roads
Item Rate
91 days
Padhar
As per bid documents
12 documents required · 12 mandatory
₹500
Executive Engineer, Mandi Divn.No.I, HPPWD, Mandi
₹22,600
25 Jun 2020
2 Jun 2020
10 Jun 2020
2 Jun 2020
9 Jun 2020
2 Jun 2020
Amount
Earth work in excavation for structures in all depths as per drawing and technical specification for rural roads clause 305.1 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 blind edge and finishing of 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 remove 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 sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases.
Providing and laying of boulder apron laid in wire crates with 4mm (four millimetre) diametre G.I. wire conforming to IS: 280 and IS: 4826 in 100mm x 100mm (one hundred millimetre into one hundred millimetre) mesh (woven diagonally) including 10% (ten percent) extra for laps and joints laid with stones boulders weighting not less than 25 Kg. (twenty five kilogram) each as per drawing and technical specifications clause 1301 including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction of Engineer-in-Charge.
Back filling behind abutment wing wall and return wall complete as per drawing and technical specifications clause 1206.3 with Granular material complete within all leads, lifts carriage of material and other incidentals complete in all respect as per direction of Engineer-in-Charge.
HEM RAJ
MANDEEP CONTRACTOR
PREM SINGH GULERIA
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