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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | ₹1.9 L Quoted ₹2.5 L | L1 | Accepted-AOC Accepted as bidder found L1 |
| 2 | L2₹2.5 LRejected-AOC | ₹2.5 L | L2 | Rejected-AOC Rejected as bidder found L2 |
| Sl No | Description | Qty | Unit | RAHUL L1 | TARA CHAND KAINTHLA L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge. | 4.82 | Cum | 805 ₹3,880.10 | 810 ₹3,904.20 |
| 2.00 | 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. | 1.21 | Cum | 13,450 ₹16,274.50 | 13,500 ₹16,335 |
| 3.00Prov. 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.:- | |||||
| 3.01 | In Foundation and plinth. | 1.95 | Cum | 16,450 ₹32,077.50 | 16,500 ₹32,175 |
| 3.02 | Walls (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. From top of foundation level up to floor two level. | 3 | Cum | 16,700 ₹50,100 | 16,800 ₹50,400 |
| 4.00Providing and laying cement concrete 1:2.4 (1cement:2 sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and i/c all leads and lifts | |||||
| 4.01 | Suspended floors, roofs, landings and shelves and their spports, balconies, beams,girders, bressumers and cantilivers up to floor tow level. | 0.67 | Cum | 15,900 ₹10,653 | 15,900 ₹10,653 |
| 5.00Providing 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:- | |||||
| 5.01 | Vertical Surface such as wall ( any thickness ) partitions and the like includings attached pillasters, butteresses, plinth and string courses and the like. | 39.94 | Sqm | 458 ₹18,292.52 | 460 ₹18,372.40 |
| 5.02 | Flate Surface such as soffits of suspended floors, roofs landings and the like : floors etc. Up to 200 mm in thickness. | 7.07 | Sqm | 750 ₹5,302.50 | 750 ₹5,302.50 |
Tender Value
₹1.9 L
EMD Value
₹3,790
Closing Date
15 Nov 2025, 11:00 amClosed
Executive Engineer Jal Shakti Division Matiana
O/o Executive Engineer Jal Shakti Division Matiana
C O RCC storage tank of 10000 liters capacity in Fadi Barkhun Phase
2025_HPIPH_119868_1
JSV-Matiana-Tender-7101-151 dated-06.11.2025
Open Tender
Civil Works
90 days
Kumarsain Kanda
Please refer Tender documents.
4 documents required · 4 mandatory
₹500
EE Matiana
₹3,790
19 Feb 2026
6 Nov 2025
15 Nov 2025
6 Nov 2025
15 Nov 2025
6 Nov 2025
Amount
Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.
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.
Prov. 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.:-
In Foundation and plinth.
Walls (any thickness but not less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. From top of foundation level up to floor two level.
Providing and laying cement concrete 1:2.4 (1cement:2 sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and i/c all leads and lifts
Suspended floors, roofs, landings and shelves and their spports, balconies, beams,girders, bressumers and cantilivers up to floor tow level.
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 , 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:-
Vertical Surface such as wall ( any thickness ) partitions and the like includings attached pillasters, butteresses, plinth and string courses and the like.
Flate Surface such as soffits of suspended floors, roofs landings and the like : floors etc. Up to 200 mm in thickness.
Edges of Slab and breaks in floors and walls under 20 cm wide.
Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.
Supplying and Fixing of GI manhole cover using angle iron frames and GI heet cover with locking arrangment size 455 x 610 mm rectangular complete.
Laying of GI pipe (light Grade), tube fittings in trenches i/c earth work complete.
32 mm dia.
Providing and Fixing brass full way valve with wheel of following Size.
32 mm dia.
Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint i/c all leads and lifts complete in all respect and as per entire satisfaction of the Engineer-in- Charge).
TARA CHAND KAINTHLA (BID ID -581242)
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