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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-Finance | ₹6.6 L | L1 | Accepted-Finance Accept |
| 2 | L2₹7.0 L+₹37,948.22 (5.74%)Rejected-Finance | ₹7.0 L+₹37,948.22 (5.74%) | L2 | Rejected-Finance Reject |
| 3 | L3₹7.3 L+₹70,138.85 (10.6%)Rejected-Finance | ₹7.3 L+₹70,138.85 (10.6%) | L3 | Rejected-Finance Reject |
| 4 | L4₹7.6 L+₹98,648.56 (14.9%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | ₹7.6 L+₹98,648.56 (14.9%) | L4 | Rejected-Finance Reject |
| Sl No | Description | Qty | Unit | Shashi Kumar L1 | Kamal Jeet Kumar L3 | Sourav thakur L2 | Pawan Kumar L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Removal of slips in all kinds of soil including saturated soil but excluding boulders and rocky portion requiring blasting upto a distance of 20 mtrs disposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. | 8.02 | Cum | 200 ₹1,604 Lowest | 280 ₹2,245.6 | 280 ₹2,245.6 | 290 ₹2,325.8 |
| 2.00 | 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 | 57.79 | Cum | 250 ₹14,447.5 Lowest | 330 ₹19,070.7 | 280 ₹16,181.2 | 350 ₹20,226.5 |
| 3.00 | Prov.and lying cement concrete 1:5:10 (1Cement: 5Sand: 10 Graded stone agg.40mm nominal size) with 15% plum & curing complete excluding cost of form work and cement in retaining Walls/ Breast Walls , the size of plums shall usually be 150 mm to 300 mm as per HPPWD specification. | 39.15 | Cum | 5,500 ₹2,15,325 Lowest | 6,100 ₹2,38,815 | 6,000 ₹2,34,900 | 6,200 ₹2,42,730 |
| 4.00Providing 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 :- | |||||||
| 4.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 118.4 | Sqmt | 251 ₹29,718.4 Lowest | 290 ₹34,336 | 280 ₹33,152 | 300 ₹35,520 |
| 5.00 | Stones/boulders filling behind the Retaining walls also under floor & upstream of Infilteration Gallary/under floor etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 32 | Cum | 1,500 ₹48,000 Lowest | 2,000 ₹64,000 | 1,850 ₹59,200 | 2,100 ₹67,200 |
| 6.00 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 20mm nominal size) and curing complete in foundation and plinth. | 16 | Cum | 6,300 ₹1,00,800 Lowest | 6,750 ₹1,08,000 | 6,500 ₹1,04,000 | 6,800 ₹1,08,800 |
| 7.00 | 15 mmthick cement plastering in single coat on rough side of brike/concrete stone wall for interioe plastering upto floor two level i/c arrises rounded angles chamfer and rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:4(1cement:4sand) in all leads and lifts. | 150.7 | Sqm | 300 ₹45,210 Lowest | 305 ₹45,963.5 | 300 ₹45,210 Lowest | 310 ₹46,717 |
| 8.00 | Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:6 (1cement:6 sand) 2nd class brick complete all leads and lifts to the entire satisfaction of Engineer-in-charge. | 2.79 | Cum | 10,000 ₹27,950 Lowest | 11,590 ₹32,394.05 | 11,500 ₹32,142.5 | 12,500 ₹34,937.5 |
| 9.00 | 20mm thick cement plaster for single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers or rounded angles not exeeding 80mm in girth and fixed even smooth in 1:6 (1: cement : 6 sand) within all leads and lifts | 36.72 | Sqmt | 308 ₹11,309.76 | 305 ₹11,199.6 | 290 ₹10,648.8 Lowest | 310 ₹11,383.2 |
Tender Value
₹7.4 L
EMD Value
₹14,704
Closing Date
14 Sept 2026, 5:00 pmClosed
Executive Engineer
JSV Division Bhoranj
CO Retaining wall, Plinth protection and white washing, painting etc. Under PDNA
2026_HPIPH_142921_1
7397-7456 dated 07-09-2026
Open Tender
Civil Works
Item Rate
120 days
Executive Engineeer Jal Shakti Division Bhoranj
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹14,704
19 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Removal of slips in all kinds of soil including saturated soil but excluding boulders and rocky portion requiring blasting upto a distance of 20 mtrs disposing of un-serviceable materials, stacking serviceable materials and neatly dressing the surface complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. | 8.02 | Cum | - | - |
| 2 | 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 | 57.79 | Cum | - | - |
| 3 | Prov.and lying cement concrete 1:5:10 (1Cement: 5Sand: 10 Graded stone agg.40mm nominal size) with 15% plum & curing complete excluding cost of form work and cement in retaining Walls/ Breast Walls , the size of plums shall usually be 150 mm to 300 mm as per HPPWD specification. | 39.15 | Cum | - | - |
| 4Providing 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 :- | |||||
| 4.01 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 118.4 | Sqmt | - | - |
| 5 | Stones/boulders filling behind the Retaining walls also under floor & upstream of Infilteration Gallary/under floor etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. | 32 | Cum | - | - |
| 6 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 20mm nominal size) and curing complete in foundation and plinth. | 16 | Cum | - | - |
| 7 | 15 mmthick cement plastering in single coat on rough side of brike/concrete stone wall for interioe plastering upto floor two level i/c arrises rounded angles chamfer and rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:4(1cement:4sand) in all leads and lifts. | 150.7 | Sqm | - | - |
| 8 | Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:6 (1cement:6 sand) 2nd class brick complete all leads and lifts to the entire satisfaction of Engineer-in-charge. | 2.8 | Cum | - | - |
| 9 | 20mm thick cement plaster for single coat on rough side of brick/stone masonry for interior plastering upto floor two level including arrises internal rounded angles chamfers or rounded angles not exeeding 80mm in girth and fixed even smooth in 1:6 (1: cement : 6 sand) within all leads and lifts | 36.72 | Sqmt | - | - |
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