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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹1.9 L−₹5,048.08 (2.47%)Accepted-AOC | ₹1.9 L−₹5,048.08 (2.47%) Quoted ₹2.0 L | H3 | Accepted-AOC Lowest One |
| 2 | H1₹2.0 LRejected-AOC HPSEBL THALOUT | ₹2.0 L | H1 | Rejected-AOC Not Lowest One |
| 3 | H2₹2.0 L−₹2,806.96 (1.38%)Rejected-AOC VILLAGE LUNADHA PO FATEHPUR TEHSIL SARKAGHAT DISTT MANDI HP | ₹2.0 L−₹2,806.96 (1.38%) | H2 | Rejected-AOC Not Lowest One |
| Sl No | Description | Qty | Unit | Naresh Kumar H1 | Vidya Sagar H3 | Rakesh Verma H2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in 50% pick work and 50% jumper work. | 7.34 | Cum | 700 ₹5,138 | 695 ₹5,101.3 Lowest | 698 ₹5,123.32 |
| 2.00 | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. | 0.65 | Cum | 8,024 ₹5,215.6 | 8,015 ₹5,209.75 Lowest | 8,020 ₹5,213 |
| 3.00Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | ||||||
| 3.01 | i) suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. | 5.45 | Cum | 8,683 ₹47,322.35 | 8,675 ₹47,278.75 Lowest | 8,680 ₹47,306 |
| 5.00 | Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks cement mortar 1:6(1cement:6sand). | 2.69 | Cum | 11,184 ₹30,084.96 | 11,175 ₹30,060.75 Lowest | 11,180 ₹30,074.2 |
| 6.00 | Providing 40 * 3 mm iron hold fast 40 cm long including fixing to frame with 10 cm dia bolts, nuts and wooden plugs and embending in c.c. block 30*10*15 cm 1:3:6 ( 1 cement:3 sand: 6 graded stone aggregate 20 mm nominal size. | 8 | Nos | 120 ₹960 | 115 ₹920 Lowest | 116 ₹928 |
| 7.00Providing form work form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- | ||||||
| 7.01 | i) Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc. up to 200 mm in thickness. | 5.62 | Sqm | 542 ₹3,046.04 | 537 ₹3,017.94 Lowest | 540 ₹3,034.8 |
| 7.02 | ii) Edges of slab and breaks in floors and walls under 20 cm wide. | 16.8 | Rmt | 167 ₹2,805.6 | 162 ₹2,721.6 Lowest | 165 ₹2,772 |
| 7.03 | iii) Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , girders, bressumers and lintels not exceeding 1 metre in depth. | 2.58 | Sqm | 500 ₹1,290 | 495 ₹1,277.1 Lowest | 498 ₹1,284.84 |
Tender Value
Refer Docs
EMD Value
₹3,920
Closing Date
6 Apr 2026, 5:00 pmClosed
Executive Engineer JS Division Sarkaghat
Executive Engineer JS Division Sarkaghat
C O Toilet for Pump House staff
2026_HPIPH_132702_1
10714-60 dt. 28.03.2026
Open Tender
Civil Works
Item Rate
90 days
Bhaderwar
Please refer Tender documents.
7 documents required · 7 mandatory
₹350
Executive Engineer JS Division Sarkaghat
₹3,920
5 Sept 2026
28 Mar 2026
7 Apr 2026
28 Mar 2026
6 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in 50% pick work and 50% jumper work. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:3:6( 1cement:3 sand: 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth. | - | Cum | - | - |
| - | Providing and laying cement concrete 1:2:4 ( 1cement:2 sand: 4graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:- | - | - | - | - |
| - | i) suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. | - | Cum | - | - |
| - | Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks cement mortar 1:6(1cement:6sand). | - | Cum | - | - |
| - | Providing 40 * 3 mm iron hold fast 40 cm long including fixing to frame with 10 cm dia bolts, nuts and wooden plugs and embending in c.c. block 30*10*15 cm 1:3:6 ( 1 cement:3 sand: 6 graded stone aggregate 20 mm nominal size. | - | Nos | - | - |
| - | Providing form work form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plaiin concrete work in:- | - | - | - | - |
| - | i) Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc. up to 200 mm in thickness. | - | Sqm | - | - |
| - | ii) Edges of slab and breaks in floors and walls under 20 cm wide. | - | Rmt | - | - |
| - | iii) Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , girders, bressumers and lintels not exceeding 1 metre in depth. | - | Sqm | - | - |
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