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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.3 LAccepted-AOC VILL SAKRAH PO CHAMBI TEHSIL SUNDERNAGAR DISTT MANDI HP | SUNDERNAGAR | MANDI | HIMACHAL PRADESH | ₹87.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹89.9 L+₹2.6 L (2.97%)Rejected-Finance | ₹89.9 L+₹2.6 L (2.97%) | L2 | Rejected-Finance L2 |
| 3 | L3₹90.9 L+₹3.6 L (4.07%)Rejected-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | ₹90.9 L+₹3.6 L (4.07%) | L3 | Rejected-Finance L3 |
| 4 | L4₹95.3 L+₹8.0 L (9.16%)Rejected-Finance HIMACHAL PRADESH | ₹95.3 L+₹8.0 L (9.16%) | L4 | Rejected-Finance L4 |
| 5 | L5₹98.0 L+₹10.7 L (12.2%)Rejected-Finance A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | ₹98.0 L+₹10.7 L (12.2%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MUKESH SHARMA L2 | Yash Pal L3 | Kartike Guleria L4 | MANOJ KUMAR L5 | KUSHAL SINGH RAGHAV L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is prohibited i/c all leads and lifts complete as per direction of Engineer-in-charge. | 45 | Cum | 220 ₹9,900 Lowest | 285 ₹12,825 | 410.5 ₹18,472.5 | 300 ₹13,500 | 315 ₹14,175 |
| 2.00 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. Pick & Jumper work | 918.37 | Cum | 200 ₹1,83,674 | 368 ₹3,37,960.16 | 395 ₹3,62,756.15 | 100 ₹91,837 Lowest | 395 ₹3,62,756.15 |
| 3.00 | Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth. | 4.01 | Cum | 6,000 ₹24,060 | 5,600 ₹22,456 Lowest | 6,900 ₹27,669 | 6,800 ₹27,268 | 6,995 ₹28,049.95 |
| 4.00 | Providing and laying cement concrete 1:5:10(1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. | 21.42 | Cum | 4,900 ₹1,04,958 | 4,800 ₹1,02,816 Lowest | 6,200 ₹1,32,804 | 6,000 ₹1,28,520 | 6,195 ₹1,32,696.9 |
| 5.00Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: | ||||||||
| 5.01 | Foundations, footings, basis of columns & the like and mass concrete. | 12.04 | Cum | 8,500 ₹1,02,340 | 7,200 ₹86,688 Lowest | 9,100 ₹1,09,564 | 9,200 ₹1,10,768 | 8,195 ₹98,667.8 |
| 5.02 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | 18.22 | Cum | 9,000 ₹1,63,980 | 7,600 ₹1,38,472 Lowest | 9,999 ₹1,82,181.78 | 10,500 ₹1,91,310 | 8,495 ₹1,54,778.9 |
| 5.03 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels within all leads and lifts as per direction of Engineer-in-Charge. | 1.77 | Cum | 10,000 ₹17,660 | 8,000 ₹14,128 Lowest | 11,000 ₹19,426 | 11,000 ₹19,426 | 8,495 ₹15,002.17 |
| 5.04 | Arches upto floor two level. | 5.46 | Cum | 10,200 ₹55,692 | 8,400 ₹45,864 Lowest | 11,200 ₹61,152 | 11,000 ₹60,060 | 8,495 ₹46,382.7 |
| 6.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: | ||||||||
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
16 Apr 2026, 5:00 pmClosed
E.E. JSV Division Anni
E.E. JSV Division Anni
SH Cons of Storage Tank 100000 ltrs capacity, Providing Laying Jointing and Testing of MSERW pipe 80 mm dia 5300 Rmt. with butt welding, Installation of Fire Hydrant 22 Nos. and Repair of road/Pucca path
2026_HPIPH_133777_1
383-428
Open Tender
Civil Works
Item Rate
180 days
Anni
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,000
₹1.9 L
21 Apr 2026
9 Apr 2026
17 Apr 2026
9 Apr 2026
16 Apr 2026
9 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/ hard rock where blasting is prohibited i/c all leads and lifts complete as per direction of Engineer-in-charge. | |||||
| 2Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of each work such as pick work, jumper work, saturated soil including bailing or pumping out of water, blasting soft or hard rock or chiselling or wedging out of soft/ hard rock, where blasting is prohibited, in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting, planking, timbering and dewatering where ever required. Stacking usable and unusable material/ soil separately and after laying, jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ lifts including restoration of unmetalled surfaces to its original condition and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per direction of Engineer-in-Charge. Pick & Jumper work | |||||
| 3 | Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth. | 1 | Cum | - | - |
| 4Providing and laying cement concrete 1:5:10(1cement: 5sand: 10 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. | |||||
| 5Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: | |||||
| 5.01 | Foundations, footings, basis of columns & the like and mass concrete. | 1 | Cum | - | - |
| 5.02 | Wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. | 1 | Cum | - | - |
| 5.03 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers up to floor two levels within all leads and lifts as per direction of Engineer-in-Charge. | - | Cum | - | - |
| 5.04 | Arches upto floor two level. | - | Cum | - | - |
| 6Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work including all leads and lifts: | |||||
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