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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹30.2 LAccepted-AOC 7 SUNDER NAGAR PTPS COLONY GATE NO 03 PANIPAT | PANIPAT | HARYANA | ₹30.2 L Quoted ₹30.5 L | L-1 | Accepted-AOC GST extra as applicable |
| 2 | L-2₹32.4 L+₹1.9 L (6.28%)Rejected-Finance 528 PREETI NAGAR 125001 | HISAR | HARYANA | 125001 | ₹32.4 L+₹1.9 L (6.28%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹45.4 L+₹14.9 L (48.9%)Rejected-Finance | ₹45.4 L+₹14.9 L (48.9%) | L-3 | Rejected-Finance L-3 |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | TANUJ AGARWAL CONTRACTOR L2 | aashirwad engineering L1 | DISHA ENTERPRISES L3 |
|---|---|---|---|---|---|---|
| 1.00 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4
coarse sand) [Through Rate] | 800 | Sqm | 119 ₹95,200 | 101 ₹80,800 Lowest | 124 ₹99,200 |
| 2.00 | [2.B1211] B1211. R.C.C. pipes NP2 class 350 mm dia
[Rate] | 180 | Metre | 453 ₹81,540 | 390 ₹70,200 Lowest | 535 ₹96,300 |
| 3.00 | [3.1.6]By Mechanical Transport including loading,
unloading and stacking 6. Stone aggregate 40 mm nominal
size and above [5km] | 6,000 | cum | 46 ₹2,76,000 | 40 ₹2,40,000 Lowest | 54 ₹3,24,000 |
| 4.00 | [4.8.1]Earth work in rough excavation, banking excavated
earth in layers not exceeding 20cm in depth, breaking
clods, watering, rolling each layer with ½ tonne roller or
wooden or steel rammers, and rolling every 3rd and topmost
layer with power roller of minimum 8 tonnes and
dressing up in embankments for roads, flood banks,
marginal banks and guide banks or filling up ground
depressions, lead up to 50 m and lift up to 1.5 m : 1. All
kinds of soil [Through Rate] | 200 | cum | 148 ₹29,600 | 126 ₹25,200 Lowest | 161 ₹32,200 |
| 5.00 | [6.1.5]Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work below plinth level and up to Floor IV
level: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6
graded stone aggregate 40 mm nominal size) [Through
Rate] | 150 | cum | 3,020 ₹4,53,000 | 2,590 ₹3,88,500 Lowest | 3,210 ₹4,81,500 |
| 6.00 | [7.21.1]Brick work with common burnt clay non-modular
bricks of class designation 10.5 in foundation and plinth in:
1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through
Rate] | 150 | cum | 4,334 ₹6,50,100 | 3,800 ₹5,70,000 Lowest | 4,500 ₹6,75,000 |
| 7.00 | Mtc. of ash dyke with earth filling for filling of gharras/
side slopes, cut over etc. (N.S. Item) | 6,000 | cum | 12 ₹72,000 Lowest | 15 ₹90,000 | 54 ₹3,24,000 |
| 8.00 | Repairing of bund to correct slope in line and levels
using approved quality of ash obtain from ash pond. | 10,000 | cum | 12 ₹1,20,000 Lowest | 15 ₹1,50,000 | 33 ₹3,30,000 |
| 9.00 | Providing and placing soil cover over ash bund. | 5,500 | cum | 20 ₹1,10,000 Lowest | 20 ₹1,10,000 Lowest | 34 ₹1,87,000 |
| 10.00 | Water Bound Macadam Grading screenings for low
volume (undesignated) (without roads Providing, laying,
spreading and compacting stone aggregates of specific
sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling
with 3 wheeled steel/ vibratory roller 8-10 tonnes in
stages to proper grade and camber, applying and
brooming requisite type of screening/ binding Materials
to fill up the interstices of coarse aggregate, watering
and compacting to the required density complete as per
technical clause 404 of MORTandH specifications.
Note:- Material to be provided by HPGCL
Only labour and machinary rate quoted by bidder. | 6,000 | cum | 60 ₹3,60,000 Lowest | 60 ₹3,60,000 Lowest | 65 ₹3,90,000 |
Tender Value
Refer Docs
EMD Value
₹59,200
Closing Date
16 Jun 2026, 1:00 pmClosed
Virender Singh
XEN/CMDP-II, PTPS Panipat
ARC for Mtc. of ash duke-A including manual channelization of ash slurry of unit-6 to 8 at PTPS Panipat
2026_HBC_527167_1
2026F1133A35 788A 4709 AE63 46664347CDDF713PGC
Open Tender
Civil Works
Works
365 days
PTPS Panipat
as per CBD
2 documents required · 2 mandatory
₹1,180
₹59,200
Yes
14 Aug 2026
5 Jun 2026
18 Jun 2026
5 Jun 2026
16 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4
coarse sand) [Through Rate] | 800 | Sqm | 1.25 | ₹1,000 |
| 2 | [2.B1211] B1211. R.C.C. pipes NP2 class 350 mm dia
[Rate] | 180 | Metre | - | - |
| 3 | [3.1.6]By Mechanical Transport including loading,
unloading and stacking 6. Stone aggregate 40 mm nominal
size and above [5km] | 6,000 | cum | 100 | ₹6,00,000 |
| 4 | [4.8.1]Earth work in rough excavation, banking excavated
earth in layers not exceeding 20cm in depth, breaking
clods, watering, rolling each layer with ½ tonne roller or
wooden or steel rammers, and rolling every 3rd and topmost
layer with power roller of minimum 8 tonnes and
dressing up in embankments for roads, flood banks,
marginal banks and guide banks or filling up ground
depressions, lead up to 50 m and lift up to 1.5 m : 1. All
kinds of soil [Through Rate] | 200 | cum | 53 | ₹10,600 |
| 5 | [6.1.5]Providing and laying in position cement concrete of
specified grade excluding the cost of centering and
shuttering - All work below plinth level and up to Floor IV
level: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6
graded stone aggregate 40 mm nominal size) [Through
Rate] | 150 | cum | 10 | ₹1,500 |
| 6 | [7.21.1]Brick work with common burnt clay non-modular
bricks of class designation 10.5 in foundation and plinth in:
1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through
Rate] | 150 | cum | 10 | ₹1,500 |
| 7 | Mtc. of ash dyke with earth filling for filling of gharras/
side slopes, cut over etc. (N.S. Item) | 6,000 | cum | - | - |
| 8 | Repairing of bund to correct slope in line and levels
using approved quality of ash obtain from ash pond. | 10,000 | cum | 100 | ₹10,00,000 |
| 9 | Providing and placing soil cover over ash bund. | 5,500 | cum | 53 | ₹2,91,500 |
| 10 | Water Bound Macadam Grading screenings for low
volume (undesignated) (without roads Providing, laying,
spreading and compacting stone aggregates of specific
sizes to water bound macadam specification including
spreading in uniform thickness, hand packing, rolling
with 3 wheeled steel/ vibratory roller 8-10 tonnes in
stages to proper grade and camber, applying and
brooming requisite type of screening/ binding Materials
to fill up the interstices of coarse aggregate, watering
and compacting to the required density complete as per
technical clause 404 of MORTandH specifications.
Note:- Material to be provided by HPGCL
Only labour and machinary rate quoted by bidder. | 6,000 | cum | 10 | ₹60,000 |
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