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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.8 LAccepted-Finance | ₹45.8 L | L1 | Accepted-Finance Accept |
| 2 | L2₹47.4 L+₹1.6 L (3.53%)Rejected-Finance | ₹47.4 L+₹1.6 L (3.53%) | L2 | Rejected-Finance Reject |
| 3 | L3₹49.5 L+₹3.6 L (7.95%)Rejected-Finance VPO KALPA TEHSIL KALPA DISTT KINNAUR HIMACHAL PRADESH | ₹49.5 L+₹3.6 L (7.95%) | L3 | Rejected-Finance Reject |
| 4 | Rejected-Technical WARD NO 1 HIRA NAGAR HAMIRPUR HP | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical | - | - | Rejected-Technical Reject |
| Sl No | Description | Qty | Unit | North-N-Viro Structures L2 | Sh. Rahul Thakur L1 | JAI KISHAN CONTRCATOR L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, jumper blast,blasting soft / hard rock or by chiselling where blasting is prohibited soft/hard rock 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 15 cm layer when required into plinth and side of foundation etc. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth by the Engineer- in- chargeup in all leads and lift.PJ50% each | 24.02 | Cum | 500 ₹12,010 | 450 ₹10,809 Lowest | 550 ₹13,211 |
| 2.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | 8.01 | Cum | 9,000 ₹72,090 | 8,500 ₹68,085 Lowest | 10,500 ₹84,105 |
| 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 upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :- | ||||||
| 3.01 | Foundation footings bases of columns etc and mass concrete including plinth beams and columns upto P.L. | 6.15 | Sqmt | 310 ₹1,906.5 | 300 ₹1,845 Lowest | 350 ₹2,152.5 |
| 4.00Providing and laying cement concrete M-30 not less then 1:1.5:3 (nominalo mix conc.) ( Design mix)and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : | ||||||
| 4.01 | Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge. | 19.2 | Cum | 10,150 ₹1,94,880 | 10,100 ₹1,93,920 Lowest | 11,000 ₹2,11,200 |
| 5.00 | Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. | 1,344 | Kg | 83 ₹1,11,552 | 79 ₹1,06,176 Lowest | 100 ₹1,34,400 |
| 6.00 | Modular Steel Water Storage tank (MS Tank) as per IS: 15961 and IS: 804 as per indian standard specification of dia- 9.80 mtr., Height- 4.0 mtr., with sheet galvanize coating ( Zincalume G 3505), roof make+ (Zincalume) Tata Blue scope and roof man hole Galvanized complete. (Refer Data sheet No. 1 for further detail) | 3,00,000 | Ltrs. | 14.5 ₹43,50,000 | 14 ₹42,00,000 Lowest | 15 ₹45,00,000 |
Tender Value
₹42.4 L
EMD Value
₹71,100
Closing Date
3 Apr 2026, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Bhoranj
CO of Modular steel tank 300KL
2026_HPIPH_132732_1
22363-22422 dt. 28.03.2026
Open Tender
Civil Works
Item Rate
120 days
Executive Engineer, Jal Shakti Division Bhoranj
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
₹71,100
20 Apr 2026
28 Mar 2026
4 Apr 2026
28 Mar 2026
3 Apr 2026
28 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, jumper blast,blasting soft / hard rock or by chiselling where blasting is prohibited soft/hard rock 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 15 cm layer when required into plinth and side of foundation etc. Consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth by the Engineer- in- chargeup in all leads and lift.PJ50% each | - | Cum | - | - |
| - | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. | - | Cum | - | - |
| - | 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. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling upto all height and removal of the same for insitu-reinforced concrete and plain concrete work in :- | - | - | - | - |
| - | Foundation footings bases of columns etc and mass concrete including plinth beams and columns upto P.L. | - | Sqmt | - | - |
| - | Providing and laying cement concrete M-30 not less then 1:1.5:3 (nominalo mix conc.) ( Design mix)and curing complete excluding cost of form work and reinfocement for reinforced concrete work in : | - | - | - | - |
| - | Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge. | - | Cum | - | - |
| - | Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. | - | Kg | - | - |
| - | Modular Steel Water Storage tank (MS Tank) as per IS: 15961 and IS: 804 as per indian standard specification of dia- 9.80 mtr., Height- 4.0 mtr., with sheet galvanize coating ( Zincalume G 3505), roof make+ (Zincalume) Tata Blue scope and roof man hole Galvanized complete. (Refer Data sheet No. 1 for further detail) | - | Ltrs. | - | - |
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