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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-AOC | ₹9.2 L Quoted ₹10.1 L | L1 | Accepted-AOC The rates quoted by the contractor are lowest, hence accepted. |
| 2 | L2₹12.9 LRejected-Finance R O VILL CHEOG TEH THEOG DISTT SHIMLA | ₹12.9 L | L2 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 3 | L3₹10.5 LRejected-Finance VILL JAUNI P O GRONG TEH KOTKHAI DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 170009 | ₹10.5 L | L3 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 4 | L4₹13.2 LRejected-Finance VPO CHOEG TEHSIL THEOG DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 170009 | ₹13.2 L | L4 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| Sl No | Description | Qty | Unit | RAMESH KUMAR JAGTA L4 | VIRENDER BANSHTU L2 | suresh jagta L3 | SATISH KUMAR JAGTA L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Cutting and disposal of earth work in by mechanical in all heights and depths 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 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 the surplus excavated earth to be dumped at approved dumping site Bharyal. Any loss to the public and private propriety, human being, machinery 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.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 24 | P.Cum | 370 ₹8,880 | 350 ₹8,400 | 360 ₹8,640 | 300 ₹7,200 |
| 2.00 | 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 approved dumping site Bharyal. 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. | 48 | P.Cum | 460 ₹22,080 | 400 ₹19,200 | 450 ₹21,600 | 380 ₹18,240 |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 11.04 | P.cum | 5,500 ₹60,720 | 5,100 ₹56,304 | 5,200 ₹57,408 | 5,000 ₹55,200 |
| 4.00 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 100 | P.sqm | 700 ₹70,000 | 600 ₹60,000 | 650 ₹65,000 | 500 ₹50,000 |
| 5.00 | Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 garded stone aggreate 20 mm nominal size) upto plinth level with : Cement Motor 1:6 ( 1 cement : 6 coarse sand) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 156.77 | P.cum | 7,100 ₹11.1 L | 5,600 ₹8.8 L | 7,000 ₹11.0 L | 5,500 ₹8.6 L |
| 6.00 | P/L 100 mm dia PVC pipe for weep holes including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 81.07 | P.Rmt | 500 ₹40,535 | 300 ₹24,321 | 400 ₹32,428 | 200 ₹16,214 |
| 7.00 | Stone filling behind retaining walls & B/wall :including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 1.8 | P.Cum | 3,700 ₹6,660 | 3,500 ₹6,300 | 3,600 ₹6,480 | 3,000 ₹5,400 |
Tender Value
₹9.6 L
EMD Value
₹19,200
Closing Date
19 Mar 2026, 5:00 pmClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
MC road leading to Govt Medical Hostel Sanjauli from Dumping side Jakhoo Ward No 16 Jakhoo RD 0 00 to 0 500 SH C O R wall between RD 0 210 to 0 230 80
2026_MC_131251_1
490dated05032026
Open Tender
Civil Works
60 days
Shimla
Please refer to tender documents
7 documents required · 7 mandatory
₹413
Executive Engineer RB MC Shimla
₹19,200
13 May 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 2026
Cutting and disposal of earth work in by mechanical in all heights and depths 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 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 the surplus excavated earth to be dumped at approved dumping site Bharyal. Any loss to the public and private propriety, human being, machinery 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.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
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 approved dumping site Bharyal. 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 in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Random rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 garded stone aggreate 20 mm nominal size) upto plinth level with : Cement Motor 1:6 ( 1 cement : 6 coarse sand) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
P/L 100 mm dia PVC pipe for weep holes including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
Stone filling behind retaining walls & B/wall :including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge.
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