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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC V AMB P O TEHSIL JAWALAMUKHI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | L1 | Accepted-AOC accept | |
| 2 | L2₹6.2 L+₹22,024.25 (3.67%)Rejected-Finance | L2 | Rejected-Finance reject | |
| 3 | L3₹6.3 L+₹24,784.85 (4.13%)Rejected-Finance VILLAGE PO AND TEHSIL DEHRA DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | L3 | Rejected-Finance reject |
| Sl No | Description | Qty | Unit | AJAY KUMAR GOVT. CONTRACTOR L2 | aman sood L3 | KARTAR SINGH L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge | 0.64 | Cum | 5,500 ₹3,520 | 551 ₹352.64 Lowest | 700 ₹448 |
| 2.00 | Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiseling where blasting is prohibited in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts | 7.43 | Cum | 1,000 ₹7,430 | 451 ₹3,350.93 | 450 ₹3,343.5 Lowest |
| 3.00 | Good earth filling in 30 cm. layers in foundation and plinth sincluding ramming, watering and consolidating upto a lead of 50 metres | 27.84 | Cum | 2,200 ₹61,248 | 351 ₹9,771.84 Lowest | 400 ₹11,136 |
| 4.00 | Cutting/Earth work in excavation/chiselling of hard rock with the help of Hydraulic excavator machine including getting out and disposal of excavated earth complete including all leads and lifts as direced by Engineer-incharge. | 27.84 | Cum | 2,500 ₹69,600 | 1,451 ₹40,395.84 | 1,160 ₹32,294.4 Lowest |
| 5.00 | Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 6.05 | Cum | 7,500 ₹45,375 Lowest | 9,151 ₹55,363.55 | 9,200 ₹55,660 |
| 6.00 | Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 7.43 | Cum | 6,000 ₹44,580 Lowest | 8,851 ₹65,762.93 | 8,700 ₹64,641 |
| 7.00 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc.(a) vertical surfaces such as wall (any thickness),partitions & the like i/c attached pillarsset, buttresses,plinth & string courses & the like | 26.4 | sqm | 450 ₹11,880 Lowest | 451 ₹11,906.4 | 450 ₹11,880 Lowest |
| 8.00 | Brick work using common burnt clay building bricks in Super structure in cement mortar 1:6(1cement:6sand)(2nd class) | 24.71 | Cum | 13,500 ₹3,33,585 Lowest | 15,551 ₹3,84,265.21 | 15,295 ₹3,77,939.45 |
| 9.00 | 15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamfer and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:4 (1cement:4sand) in all leads and lifts. | 214.86 | sqm | 210 ₹45,120.6 | 251 ₹53,929.86 | 200 ₹42,972 Lowest |
Tender Value
₹5.9 L
EMD Value
₹11,823
Closing Date
20 Dec 2025, 11:00 amClosed
EE
Jal Shakti Division Jawalamukhi
Improvement of distribution system of LWSS Khundian boundary wall old brick etc
2025_HPIPH_123362_1
JAM-KNG02-742
Open Tender
Civil Works
Item Rate
90 days
Jawalamukhi
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE Jawalamukhi
₹11,823
Yes
20 Feb 2026
11 Dec 2025
20 Dec 2025
11 Dec 2025
20 Dec 2025
11 Dec 2025
Dismantling of brick work manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiseling where blasting is prohibited in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts
Good earth filling in 30 cm. layers in foundation and plinth sincluding ramming, watering and consolidating upto a lead of 50 metres
Cutting/Earth work in excavation/chiselling of hard rock with the help of Hydraulic excavator machine including getting out and disposal of excavated earth complete including all leads and lifts as direced by Engineer-incharge.
Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc.(a) vertical surfaces such as wall (any thickness),partitions & the like i/c attached pillarsset, buttresses,plinth & string courses & the like
Brick work using common burnt clay building bricks in Super structure in cement mortar 1:6(1cement:6sand)(2nd class)
15mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamfer and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:4 (1cement:4sand) in all leads and lifts.
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