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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance | L1 | Accepted-Finance due to lower side | |
| 2 | L2₹9.1 L+₹37,551.28 (4.32%)Rejected-Finance | L2 | Rejected-Finance due to higher side | |
| 3 | Rejected-Technical HIMACHAL PRADESH HP | - | Rejected-Technical not fullyfilled all condition | |
| 4 | Rejected-Technical | - | Rejected-Technical not fullyfilled all condition |
| Sl No | Description | Qty | Unit | ROHIT THAKUR L1 | Nisha Thakur L2 |
|---|---|---|---|---|---|
| 1.01 | Demolition above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within in all leads and lifts including cutting the necessary reinforcement and separating from R.C.C work as per direction & staisfication of Engineer-in-charge. | 13.48 | Cum | 15,663.4 ₹2,11,142.63 Lowest | 16,200 ₹2,18,376 |
| 2.00 | Providing mild steel tor steel reinforcement for RCC work including bending binding and placing in position complete up to floor two level in all leads and lifts as per the direction of Engineer-in-Charge | 1,617.6 | kg | 101.95 ₹1,64,914.32 Lowest | 107 ₹1,73,083.2 |
| 3.00Providing 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. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | |||||
| 3.10 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 10.17 | Sqmt | 747.1 ₹7,598.01 Lowest | 780 ₹7,932.6 |
| 3.20 | Walls any thickness (but not less then 0.10 mm thickness) attached pillarster, plinth ans string courses etc.top of foundation as per direction o and entire satisfaction of Engineeer-in-charge. | 108.41 | Sqmt | 527.9 ₹57,229.64 Lowest | 555 ₹60,167.55 |
| 4.00Providing and laying cement concrete work 1:1.5:3 (1cement 1.5sand: 3 graded stone aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in: | |||||
| 4.10 | Foundation , footings, bases of columns etc. and mass concrete.in all leads and lifts and as per the direction of the Engineer-in –Charge. | 5.35 | Cum | 16,155.55 ₹86,432.19 Lowest | 17,000 ₹90,950 |
| 4.20 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 8.13 | Cum | 16,097.15 ₹1,30,869.83 Lowest | 16,800 ₹1,36,584 |
| 4.30 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 1.02 | Cum | 16,293 ₹16,618.86 Lowest | 17,000 ₹17,340 |
| 5.00PROV./ PLACING IN HORIZENTAL LAYERS FILTERING MEDIA DULY GRADED, SCREENED,WASHED & CLEANED AS SPECIFIED BY ENGINEER -IN -CHARGE. | |||||
Tender Value
₹8.8 L
EMD Value
₹17,565
Closing Date
12 Aug 2026, 5:00 pmClosed
Executive Engineer Jal Shakti Division Bharmour
Executive Engineer Jal Shakti Division Bharmour
Restoration of Rain damages to sawanpur to Dadma in GP Bharmour Tehsil Bharmour distt Chamba SH Providing RCC ejecting to sed tank F/Bed and storage tank at Sanchuien Under PDNA
2026_HPIPH_140590_1
4158-88 dated 05.08.2026
Open Tender
Civil Works
Item Rate
Bharmour
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
₹17,565
23 Sept 2026
5 Aug 2026
13 Aug 2026
5 Aug 2026
12 Aug 2026
5 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Demolition above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within in all leads and lifts including cutting the necessary reinforcement and separating from R.C.C work as per direction & staisfication of Engineer-in-charge. | 13.48 | Cum | 1.25 | ₹16.85 |
| 2 | Providing mild steel tor steel reinforcement for RCC work including bending binding and placing in position complete up to floor two level in all leads and lifts as per the direction of Engineer-in-Charge | 1,617.6 | kg | - | - |
| 3Providing 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. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- | |||||
| 3.1 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 10.17 | Sqmt | 53 | ₹539.01 |
| 3.2 | Walls any thickness (but not less then 0.10 mm thickness) attached pillarster, plinth ans string courses etc.top of foundation as per direction o and entire satisfaction of Engineeer-in-charge. | 108.41 | Sqmt | 10 | ₹1,084.1 |
| 4Providing and laying cement concrete work 1:1.5:3 (1cement 1.5sand: 3 graded stone aggregate 20mm nominal size & curing complete excluding the cost of form work and reinforcement for reinforced concrete work in: | |||||
| 4.1 | Foundation , footings, bases of columns etc. and mass concrete.in all leads and lifts and as per the direction of the Engineer-in –Charge. | 5.35 | Cum | 10 | ₹53.5 |
| 4.2 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 8.13 | Cum | 22 | ₹178.86 |
| 4.3 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. | 1.02 | Cum | - | - |
| 5PROV./ PLACING IN HORIZENTAL LAYERS FILTERING MEDIA DULY GRADED, SCREENED,WASHED & CLEANED AS SPECIFIED BY ENGINEER -IN -CHARGE. | |||||
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