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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹2.3 LAccepted-Finance | ₹2.3 L | L-1 | Accepted-Finance due to rates are on lesser side |
| 2 | L-2₹2.4 L+₹11,943.70 (5.25%)Rejected-Finance HIMACHAL PRADESH HP | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹2.4 L+₹11,943.70 (5.25%) | L-2 | Rejected-Finance due to rates are on higher side |
| 3 | L-3₹2.6 L+₹27,508.10 (12.1%)Rejected-Finance | ₹2.6 L+₹27,508.10 (12.1%) | L-3 | Rejected-Finance due to rates are on higher side |
| Sl No | Description | Qty | Unit | Abdul Kyum L1 | Vijay Kumar L2 | Kamlesh Kapoor L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in forundation trenches etc. in earth work in all kinds of soil such as pick work , jumper work, blasting work in soft/hard rock by blasting & chiselling where blasting is probibitted including dewatering in saturated soil upto all leads & lifts stacking the excavated soil/ material in all leads and lifts clear from the edge of the excavation and then returning the stacked soil in all layers by ramming and watering and then disposing of all surplus excavated earth/ material as directed with in all leads and lifts asper the directing within all leads & lifts asper the direction of the Engineer-in-charge, | 17.8 | Cum | 500 ₹8,900 Lowest | 500 ₹8,900 Lowest | 550 ₹9,790 |
| 2.00 | Providing and laying cement concrete 1:3:6(1 cement :3 Sand :6 Graded stone agregate 20 mm nominal size and curing complete excluding cost of form work in foundation and plinth | 1.78 | Cum | 9,200 ₹16,376 | 8,900 ₹15,842 Lowest | 10,000 ₹17,800 |
| 3.00Providing and laying cement concr!e 1:1/5:3 ( 1 cement:1/5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:- | ||||||
| 3.10 | (a) foundation and plinth involvingall leads and lifts | 1.78 | Cum | 9,800 ₹17,444 Lowest | 10,100 ₹17,978 | 11,000 ₹19,580 |
| 3.20 | (b) wall (any thickness but not less than 0.1 mt.thickness)attached plasters butterness,plinth and string couresess etc.from top of foundation level up to floor two level . | 5.23 | Cum | 9,800 ₹51,254 Lowest | 10,200 ₹53,346 | 11,500 ₹60,145 |
| 4.00Providing from work with steel plates 3:15mm thick with steel plates welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. wooden battens and ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete & plain concrete work in . | ||||||
| 4.10 | (a) Flat surface such as soffits and suspended floor roots,landing and the like floors etc.up to 200mm thickness involving all leads and lifts. | 11.1 | Sqm | 550 ₹6,105 Lowest | 600 ₹6,660 | 650 ₹7,215 |
| 4.20 | (ii) vertical surface such as walls ( any thickness)portitions and the like including attched pillasters, buttresses, plinth and string courses and the like | 53.58 | Sqm | 300 ₹16,074 Lowest | 400 ₹21,432 | 410 ₹21,967.8 |
| 5.00 | Providing& laying cement concrete 1:2:4 (1 cement:2 sand 4 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work and rainforcement for rainforced concrete work | 1.36 | Cum | 10,500 ₹14,280 | 10,200 ₹13,872 Lowest | 11,500 ₹15,640 |
| 6.00 | Prroviding mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position completeup to floor two level,Tor steel involving all leads and lifts.and lifts. | 753.3 | kg | 95 ₹71,563.5 | 94 ₹70,810.2 Lowest | 96 ₹72,316.8 |
Tender Value
₹2.6 L
EMD Value
₹5,192
Closing Date
17 Jun 2026, 5:00 pmClosed
EE JSV Division Tissa
EE JSV Division Tissa
C O RCC Storage Tank 20000 Ltrs Cap
2026_HPIPH_136240_1
EE-JSD-TSA-EA-I-2026-27- 1508-57 dated- 09-06-2026
Open Tender
Civil Works
Item Rate
90 days
EE JSV Division Tissa
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
EE JSV DIVISION TISSA
₹5,192
4 Jul 2026
9 Jun 2026
18 Jun 2026
9 Jun 2026
17 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in forundation trenches etc. in earth work in all kinds of soil such as pick work , jumper work, blasting work in soft/hard rock by blasting & chiselling where blasting is probibitted including dewatering in saturated soil upto all leads & lifts stacking the excavated soil/ material in all leads and lifts clear from the edge of the excavation and then returning the stacked soil in all layers by ramming and watering and then disposing of all surplus excavated earth/ material as directed with in all leads and lifts asper the directing within all leads & lifts asper the direction of the Engineer-in-charge, | 17.8 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:3:6(1 cement :3 Sand :6 Graded stone agregate 20 mm nominal size and curing complete excluding cost of form work in foundation and plinth | 1.78 | Cum | - | - |
| 3Providing and laying cement concr!e 1:1/5:3 ( 1 cement:1/5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:- | |||||
| 3.1 | (a) foundation and plinth involvingall leads and lifts | 1.78 | Cum | - | - |
| 3.2 | (b) wall (any thickness but not less than 0.1 mt.thickness)attached plasters butterness,plinth and string couresess etc.from top of foundation level up to floor two level . | 5.23 | Cum | - | - |
| 4Providing from work with steel plates 3:15mm thick with steel plates welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. wooden battens and ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete & plain concrete work in . | |||||
| 4.1 | (a) Flat surface such as soffits and suspended floor roots,landing and the like floors etc.up to 200mm thickness involving all leads and lifts. | 11.1 | Sqm | - | - |
| 4.2 | (ii) vertical surface such as walls ( any thickness)portitions and the like including attched pillasters, buttresses, plinth and string courses and the like | 53.58 | Sqm | - | - |
| 5 | Providing& laying cement concrete 1:2:4 (1 cement:2 sand 4 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work and rainforcement for rainforced concrete work | 1.36 | Cum | - | - |
| 6 | Prroviding mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position completeup to floor two level,Tor steel involving all leads and lifts.and lifts. | 753.3 | kg | - | - |
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