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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹5.0 L+₹17,373.45 (3.58%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹5.3 L+₹48,265.55 (9.94%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Naveen Chauhan L3 | Mangni Ram L1 | RAM GOPAL L2 |
|---|---|---|---|---|---|---|
| 1.00 | Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts. | 5.4 | Cum | 460 ₹2,484 | 425 ₹2,295 Lowest | 450 ₹2,430 |
| 2.00 | Excavation in foundation, trenches,etc. in earth work lift upto 1.5 mtrs. stacking the excavated soil not more than 3 mtrs. away from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinth and side of foundations, consolidation each deposited layer by remaining, watering and then disposed of all surples exacavated earth as directed within a leade of 20 meters in pick jumper workcomplete in all respect and to the entire satisfaction of the Engineer-in-charge. | 67.32 | Cum | 500 ₹33,660 Lowest | 500 ₹33,660 Lowest | 510 ₹34,333.2 |
| 3.00 | Prov. and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth. | 4.24 | Cum | 11,000 ₹46,640 | 9,800 ₹41,552 Lowest | 10,500 ₹44,520 |
| 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work including all leads and lifts in:- | ||||||
| 4.01 | Foundation footing base of column etc. and like and mass concrete | 2.68 | Sqm | 530 ₹1,420.4 | 500 ₹1,340 Lowest | 550 ₹1,474 |
| 4.02 | Flate Surface such as soffits of sunpended floors, landing and like floor etc upto 200 mm in thickness | 14.51 | Sqm | 700 ₹10,157 | 675 ₹9,794.25 Lowest | 680 ₹9,866.8 |
| 4.03 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 83.84 | Sqm | 560 ₹46,950.4 | 500 ₹41,920 Lowest | 550 ₹46,112 |
| 4.04 | Edge of Slab and Breaks in floor and wall under 20 cm wide | 1.44 | Rmt | 300 ₹432 | 250 ₹360 Lowest | 280 ₹403.2 |
| 5.00Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:- | ||||||
| 5.01 | Foundation and plinth. | 4.15 | Cum | 20,500 ₹85,075 | 19,500 ₹80,925 Lowest | 20,000 ₹83,000 |
Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
30 Oct 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Jal Shakti Division Matiana
O/O Executive Engineer Jal Shakti Division Matiana
R/R damages by C/O RCC D/Tank 50000 ltr cap
2026_HPIPH_146318_1
JSV-Matiana-2026-9468-9517 Dated 21.10.2026-1
Open Tender
Civil Works - Others
Item Rate
180 days
Sainj G.P. Kuthar
Please refer Tender documents.
6 documents required · 6 mandatory
₹350
EE Matiana
₹9,800
6 Nov 2026
21 Oct 2026
30 Oct 2026
21 Oct 2026
30 Oct 2026
21 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts. | 5.4 | Cum | - | - |
| 2 | Excavation in foundation, trenches,etc. in earth work lift upto 1.5 mtrs. stacking the excavated soil not more than 3 mtrs. away from the edge of excavation and then returning the stacked soil in 15cm. layers when required into plinth and side of foundations, consolidation each deposited layer by remaining, watering and then disposed of all surples exacavated earth as directed within a leade of 20 meters in pick jumper workcomplete in all respect and to the entire satisfaction of the Engineer-in-charge. | 67.32 | Cum | - | - |
| 3 | Prov. and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth. | 4.24 | 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work including all leads and lifts in:- | |||||
| 4.01 | Foundation footing base of column etc. and like and mass concrete | 2.68 | Sqm | - | - |
| 4.02 | Flate Surface such as soffits of sunpended floors, landing and like floor etc upto 200 mm in thickness | 14.51 | Sqm | - | - |
| 4.03 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. | 83.84 | Sqm | - | - |
| 4.04 | Edge of Slab and Breaks in floor and wall under 20 cm wide | 1.44 | Rmt | - | - |
| 5Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:- | |||||
| 5.01 | Foundation and plinth. | 4.15 | Cum | - | - |
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