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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | ₹6.0 L Quoted ₹6.8 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹7.0 L+₹18,576.06 (2.73%)Rejected-Finance HIMACHAL PRADESH HP | ₹7.0 L+₹18,576.06 (2.73%) | L2 | Rejected-Finance L2 |
| 3 | L3₹7.5 L+₹67,823.10 (9.97%)Rejected-Finance VILLAGE ASTANDLI PO DOCHI TEHSIL JUBBAL DISTT SHIMLA H P | JUBBAL | SHIMLA | HIMACHAL PRADESH | ₹7.5 L+₹67,823.10 (9.97%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | AJAY KUMAR L2 | RAJESH KUMAR L1 | Mohit Khimta L3 |
|---|---|---|---|---|---|---|
| 1.00 | Chipping of RCC/Stone masonary walls/ plastering surfaces deep average 10mm width in base with in all leads aand lifts as per the direction of the Engineer in Charge. | 91 | Sqm. | 111 ₹10,101 | 90 ₹8,190 Lowest | 125 ₹11,375 |
| 2.00 | Repair in patch work with 15 mm cement plaster in 1:4 (1 Cement: 4 Sand) single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arries, internal rounded angles, chamfers and rounded angles not exceeding 80mm in grith and finished even and smooth in cement mortar 1:4 (1 Cement: 4 Sand) including all leads and lifts and carriage of material at site and as per the direction and entire | 33.6 | Sqm. | 555 ₹18,648 | 530 ₹17,808 Lowest | 580 ₹19,488 |
| 3.00 | Cement concrete flooring 1:2:4 (cement: 2 Sand: 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement 50mm thick with in all leads and lifts as per the direction of the Engineer Incharge. | 42.56 | Sqm. | 750 ₹31,920 | 730 ₹31,068.8 Lowest | 760 ₹32,345.6 |
| 4.00 | Providing & fixing panelled glazed or panelled & glazed shutters for doors windows and clerestory windows including black enamelled iron butt hinges with necessary screws in 2nd class deodar wood (40 mm thick) | 1.44 | Sqm. | 5,500 ₹7,920 | 5,200 ₹7,488 Lowest | 5,800 ₹8,352 |
| 5.00 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge | 2.32 | Qtl | 13,500 ₹31,320 | 13,000 ₹30,160 Lowest | 14,500 ₹33,640 |
| 6.00 | Providing and laying cement concrete 1:2:4 (cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 1.38 | Cum | 11,000 ₹15,180 | 10,900 ₹15,042 Lowest | 12,500 ₹17,250 |
| 7.00 | 15 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:3 (cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. | 22.4 | Sqm. | 400 ₹8,960 | 395 ₹8,848 | 330 ₹7,392 Lowest |
| 8.00 | 6 mm thick cement plaster in ceiling in cm 1:3 (cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. | 35 | Sqm. | 220 ₹7,700 | 210 ₹7,350 Lowest | 245 ₹8,575 |
| 9.00 | Excavation in foundations, trenches etc., in earth work, lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers, when required in to plinth and sides of foundations etc., consolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs.
Pick and Jumper work etc. complete as per the direction of the Engineer - in
- Charge. | 132.85 | Cum | 680 ₹90,338 | 660 ₹87,681 Lowest | 700 ₹92,995 |
| 10.00 | Providing and laying cement concrete 1:3:6 (cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | 28.2 | Cum | 10,000 ₹2,82,000 | 9,700 ₹2,73,540 Lowest | 11,500 ₹3,24,300 |
Tender Value
₹6.6 L
EMD Value
₹13,300
Closing Date
17 Mar 2026, 11:00 amClosed
Executive Engineer
JSV Division Jubbal
RR of LWSS Dhadi Ghunsa in GP Rawin in Tehsil Jubbal Distt Shimla HP SH Repair and renovation of pump house and C/O Plum Concrete R/Wall
2026_HPIPH_130490_6
JBL-SML-09-718
Open Tender
Civil Works
Item Wise
30 days
Saraswatinagar
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹13,300
20 Jun 2026
5 Mar 2026
17 Mar 2026
5 Mar 2026
17 Mar 2026
5 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Chipping of RCC/Stone masonary walls/ plastering surfaces deep average 10mm width in base with in all leads aand lifts as per the direction of the Engineer in Charge. | 91 | Sqm. | 86.99 | ₹7,916.09 |
| 2 | Repair in patch work with 15 mm cement plaster in 1:4 (1 Cement: 4 Sand) single coat on rough side of brick/ stone masonry for interior plastering upto floor two level including arries, internal rounded angles, chamfers and rounded angles not exceeding 80mm in grith and finished even and smooth in cement mortar 1:4 (1 Cement: 4 Sand) including all leads and lifts and carriage of material at site and as per the direction and entire | 33.6 | Sqm. | 527.08 | ₹17,709.89 |
| 3 | Cement concrete flooring 1:2:4 (cement: 2 Sand: 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement 50mm thick with in all leads and lifts as per the direction of the Engineer Incharge. | 42.56 | Sqm. | 719.63 | ₹30,627.45 |
| 4 | Providing & fixing panelled glazed or panelled & glazed shutters for doors windows and clerestory windows including black enamelled iron butt hinges with necessary screws in 2nd class deodar wood (40 mm thick) | 1.44 | Sqm. | 4,997.85 | ₹7,196.9 |
| 5 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge | 2.32 | Qtl | 12,792.16 | ₹29,677.81 |
| 6 | Providing and laying cement concrete 1:2:4 (cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. | 1.38 | Cum | 10,588.65 | ₹14,612.34 |
| 7 | 15 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:3 (cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. | 22.4 | Sqm. | 383.31 | ₹8,586.14 |
| 8 | 6 mm thick cement plaster in ceiling in cm 1:3 (cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. | 35 | Sqm. | 199.22 | ₹6,972.7 |
| 9 | Excavation in foundations, trenches etc., in earth work, lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers, when required in to plinth and sides of foundations etc., consolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs.
Pick and Jumper work etc. complete as per the direction of the Engineer - in
- Charge. | - | Cum | 641.64 | - |
| 10 | Providing and laying cement concrete 1:3:6 (cement: 3 sand: 6 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge. | 28.2 | Cum | 9,428.21 | ₹2,65,875.52 |
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