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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.7 LAccepted-Finance | ₹36.7 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹3.7 LRejected-Finance R O VILL CHEOG TEH THEOG DISTT SHIMLA | ₹3.7 L | L2 | Rejected-Finance 2nd Lowest |
Tender Value
Refer Docs
EMD Value
₹7,200
Closing Date
9 Mar 2026, 10:30 amClosed
Executive Engineer kasumpti Division HPPWD Shimla3
Executive Engineer kasumpti Division HPPWD Shimla3
Construction of Create wall at RD 1/465 to 1/482
2026_PWD_129907_1
SD-I-CTR-Tender- 25304 dated 27-02-2026
Open Tender
Civil Works
30 days
Shimla
AS per SBD
12 documents required · 12 mandatory
₹350
₹7,200
19 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
Cutting in earth work in all depths and heights in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and carriage of all labour , machinery , materials tools, equipments and safety measures and other incidental necessary to completes the work by mechanical means and /or labor (if any required the cost of all useful materials such as stones shingles aggregate and stats shall be slotedout and stacking along road side cum stone will be recovered @ 300 /- Cum Which shall be blasting work which shall be proportionately increase decreases as the quantity of the earth work increase decrease in all cases recovered from the contractor at the rate of per cubic meter shall be effected any loss to the public and private property during the curse of execution shall be the absolute responsibility
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.
Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 Kg. (twenty five) kilograms each as per drawing and technical specifications Clause 1301 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.
Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Granular material.
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