Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-Finance | ₹5.0 L | L1 | Accepted-Finance The rates quoted by the contractor are lowest, hence accepted. |
| 2 | L2₹5.2 LRejected-Finance | ₹5.2 L | L2 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected. |
| 3 | L3₹5.2 LRejected-Finance HARI NIWAS DHANDA P O TOTU TEHSIL DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹5.2 L | L3 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected |
| 4 | L4₹6.2 LRejected-Finance | ₹6.2 L | L4 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected |
| 5 | L5₹6.7 LRejected-Finance | ₹6.7 L | L5 | Rejected-Finance The rates quoted by the contractor are on higher side, hence rejected |
| Sl No | Description | Qty | Unit | Hari Krishan Sharma L3 | DHEERAJ PARMAR L7 | MONIT SHARMA L5 | KISHOR KUMAR CHAUHAN L4 | Bilal Ahmed L1 | HARSHITA L2 | HEM RAJ L6 | Narender Sharma L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 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. | 51.19 | P.Cum | 300 ₹15,357 | 350 ₹17,916.50 | 300 ₹15,357 | 260 ₹13,309.40 | 190 ₹9,726.10 | 149 ₹7,627.31 | 300 ₹15,357 | 400 ₹20,476 |
| 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. | 43.87 | P.Cum | 300 ₹13,161 | 400 ₹17,548 | 400 ₹17,548 | 345 ₹15,135.15 | 320 ₹14,038.40 | 149 ₹6,536.63 | 360 ₹15,793.20 | 450 ₹19,741.50 |
| 3.00 | Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and comber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 14.63 | P.cum | 1,400 ₹20,482 | 2,800 ₹40,964 | 2,310 ₹33,795.30 | 2,215 ₹32,405.45 | 10 ₹146.30 | 1,399 ₹20,467.37 | 2,500 ₹36,575 | 3,000 ₹43,890 |
| 4.00 | 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. | 9.75 | P.cum | 3,200 ₹31,200 | 6,000 ₹58,500 | 4,900 ₹47,775 | 4,780 ₹46,605 | 3,600 ₹35,100 | 1,499 ₹14,615.25 | 5,000 ₹48,750 | 7,000 ₹68,250 |
| 5.00 | 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. | 292.5 | P.sqm | 200 ₹58,500 | 500 ₹1.5 L | 500 ₹1.5 L | 425 ₹1.2 L | 250 ₹73,125 | 299 ₹87,457.50 | 480 ₹1.4 L | 600 ₹1.8 L |
| 6.00 | Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 34.88 | P.cum | 6,500 ₹2.3 L | 7,000 ₹2.4 L | 6,700 ₹2.3 L | 6,580 ₹2.3 L | 6,300 ₹2.2 L | 5,999 ₹2.1 L | 6,800 ₹2.4 L | 8,000 ₹2.8 L |
| 7.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 1,721.2 | P.Kg | 90 ₹1.5 L | 120 ₹2.1 L | 100 ₹1.7 L | 95 ₹1.6 L | 87 ₹1.5 L | 99 ₹1.7 L | 110 ₹1.9 L | 130 ₹2.2 L |
Tender Value
₹6.3 L
EMD Value
₹12,700
Closing Date
6 May 2026, 5:00 pmClosed
Executive Engineer RB MC Shimla
Executive Engineer RB MC Shimla
Nallah channelization near Hotel Golden Fern to Hotel Asia the Dawn Kachhighati ward No 9
2026_MC_135113_12
883dated17042026
Open Tender
Civil Works
60 days
SHIMLA
Please refer to tender documents
7 documents required · 7 mandatory
₹413
Executive Engineer RB MC Shimla
₹12,700
4 Jun 2026
25 Apr 2026
7 May 2026
25 Apr 2026
6 May 2026
25 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 51.19 | P.Cum | 100 | ₹5,119 |
| 2 | 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. | 43.87 | P.Cum | 101 | ₹4,430.87 |
| 3 | Stone soling properly hand packed filling interstices with kharanja stone and consolidating with power road roller to the required gradient and comber including spreading, watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specification. 100mm spread thickness (finished work including materials and labour) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 14.63 | P.cum | 102 | ₹1,492.26 |
| 4 | 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. | 9.75 | P.cum | 103 | ₹1,004.25 |
| 5 | 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. | 292.5 | P.sqm | 104 | ₹30,420 |
| 6 | Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 34.88 | P.cum | 105 | ₹3,662.4 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars including carriage of materials within all leads lifts and other incidentals as per direction of Engineer-in-Charge. | 1,721.2 | P.Kg | 106 | ₹1,82,447.2 |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 3.83 MB
Tendernotice_2.pdf
PDF • 0.70 MB
Tendernotice_3.pdf
PDF • 0.35 MB
BOQ_200068.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid