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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-Finance | ₹10.6 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹10.7 L+₹7,523 (0.71%)Rejected-Finance | ₹10.7 L+₹7,523 (0.71%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹10.8 L+₹16,066 (1.51%)Rejected-Finance | ₹10.8 L+₹16,066 (1.51%) | L3 | Rejected-Finance Rejected |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Devinder Raitka L1 | Pritam Thakur L2 | Jaipal Gictu L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 66.4 | Cum | 510 ₹33,864 Lowest | 520 ₹34,528 | 525 ₹34,860 |
| 2.00 | Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth | 5.75 | Cum | 9,750 ₹56,063 Lowest | 9,850 ₹56,638 | 9,900 ₹56,925 |
| 3.00 | Poviding and laying cement concrete 1:5:10(1cement:5sand:10graded stone aggregate of 40mm nominal size)15% plum curing complete excluding the cost of form work in retaining wall brest wall the size of plum shall usualy be 150mm to 300mm as per HPPWD spactions. | 43.99 | Cum | 9,500 ₹4,17,905 | 9,400 ₹4,13,506 Lowest | 9,450 ₹4,15,706 |
| 4.00Providing 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: | ||||||
| 4.01 | Vartical surface such as wall (any thickness). | 45.15 | Sqmt | 520 ₹23,478 | 510 ₹23,027 Lowest | 520 ₹23,478 |
| 5.00 | Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). | 468.76 | Sqm. | 450 ₹2,10,942 Lowest | 480 ₹2,25,005 | 490 ₹2,29,692 |
| 6.00 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge. | 117.18 | Cum | 2,730 ₹3,19,901 | 2,705 ₹3,16,972 Lowest | 2,710 ₹3,17,558 |
Tender Value
₹10.2 L
EMD Value
₹20,330
Closing Date
15 Jun 2026, 11:00 amClosed
EE Rohru
JSV Division Rohru
SH RR Protection work to protect the pump house and PWell
2026_HPIPH_136184_1
No-JSV-RD-Ab-Tender/2026 1983-2033 dt.9.6.2026
Open Tender
Civil Works
Item Rate
90 days
barara
tender document
8 documents required · 8 mandatory
₹500
Yes
EE JSV Rohru
₹20,330
Yes
18 Jul 2026
9 Jun 2026
15 Jun 2026
9 Jun 2026
15 Jun 2026
9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | 66.4 | Cum | - | - |
| 2 | Providing and laying cement concrete 1:6:12(1cement:6sand:12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth | 5.75 | Cum | - | - |
| 3 | Poviding and laying cement concrete 1:5:10(1cement:5sand:10graded stone aggregate of 40mm nominal size)15% plum curing complete excluding the cost of form work in retaining wall brest wall the size of plum shall usualy be 150mm to 300mm as per HPPWD spactions. | 43.99 | Cum | - | - |
| 4Providing 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: | |||||
| 4.01 | Vartical surface such as wall (any thickness). | 45.15 | Sqmt | - | - |
| 5 | Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). | 468.76 | Sqm. | - | - |
| 6 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire (Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge. | 117.18 | Cum | - | - |
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