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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.7 LAccepted-Finance | L-1 | Accepted-Finance due to rates are on lesser side | |
| 2 | L-2₹1.7 L+₹1,701 (1.02%)Rejected-Finance | L-2 | Rejected-Finance due to rates are on higher side | |
| 3 | L-3₹1.7 L+₹3,124 (1.87%)Rejected-Finance 00 AGRA AGRA UTTAR PRADESH 282001 | AGRA | UTTAR PRADESH | 282001 | L-3 | Rejected-Finance due to rates are on higher side |
| Sl No | Description | Qty | Unit | PAWAN KUMAR L3 | ZULFKAR AHMED L1 | Sardar Mohd L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in forundation trenches etc. in earth work in all kinds of soil such as pick work , jumper work, blasting work in soft/hard rock by blasting & chiselling where blasting is probibitted including dewatering in saturated soil upto all leads & lifts stacking the excavated soil/ material in all leads and lifts clear from the edge of the excavation and then returning the stacked soil in all layers by ramming and watering and then disposing of all surplus excavated earth/ material as directed with in all leads and lifts asper the directing within all leads & lifts asper the direction of the Engineer-in-charge, | 9.68 | Cum | 450 ₹4,356 | 420 ₹4,066 | 415 ₹4,017 Lowest |
| 2.00 | Providing and laying cement concrete 1:3:6(1 cement :3 Sand :6 Graded stone agregate 20 mm nominal size and curing complete excluding cost of form work in foundation and plinth | 1.08 | Cum | 10,000 ₹10,800 | 9,650 ₹10,422 | 9,000 ₹9,720 Lowest |
| 3.00Providing and laying cement concr!e 1:1/5:3 ( 1 cement:1/5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:- | ||||||
| 3.10 | (a) foundation and plinth involvingall leads and lifts | 0.96 | Cum | 13,200 ₹12,672 | 12,400 ₹11,904 | 12,000 ₹11,520 Lowest |
| 3.20 | (b) wall (any thickness but not less than 0.1 mt.thickness)attached plasters butterness,plinth and string couresess etc.from top of foundation level up to floor two level . | 4.1 | Cum | 13,200 ₹54,120 | 10,500 ₹43,050 Lowest | 12,400 ₹50,840 |
| 4.00 | P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge. | 0.77 | Cum | 12,800 ₹9,856 | 12,500 ₹9,625 | 11,400 ₹8,778 Lowest |
| 5.00Providing from work with steel plates 3:15mm thick with steel plates welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. wooden battens and ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete & plain concrete work in . | ||||||
| 5.10 | (a) Flat surface such as soffits and suspended floor roots,landing and the like floors etc.up to 200mm thickness involving all leads and lifts. | 6.61 | Sqm | 480 ₹3,173 | 645 ₹4,263 | 450 ₹2,975 Lowest |
| 5.20 | (ii) vertical surface such as walls ( any thickness)portitions and the like including attched pillasters, buttresses, plinth and string courses and the like | 54.64 | Sqm | 380 ₹20,763 | 480 ₹26,227 | 340 ₹18,578 Lowest |
| 5.30 | Edge of slab brakes in floors and wall under 20 cm | 10.06 | Rmt | 165 ₹1,660 | 150 ₹1,509 Lowest | 500 ₹5,030 |
Tender Value
₹2.0 L
EMD Value
₹3,912
Closing Date
28 Nov 2025, 5:00 pmClosed
EE JSV Division Tissa
EE JSV Division Tissa
C O Storage Tank 10000 Liters Cap
2025_HPIPH_120995_1
EE-JSD-TSA-EA-I-2025- 3660-3709 dated- 19-11-2025
Open Tender
Civil Works
Item Rate
90 days
EE JSV Division Tissa
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
EE JSV DIVISION TISSA
₹3,912
2 Jan 2026
19 Nov 2025
29 Nov 2025
19 Nov 2025
28 Nov 2025
19 Nov 2025
Amount
Excavation in forundation trenches etc. in earth work in all kinds of soil such as pick work , jumper work, blasting work in soft/hard rock by blasting & chiselling where blasting is probibitted including dewatering in saturated soil upto all leads & lifts stacking the excavated soil/ material in all leads and lifts clear from the edge of the excavation and then returning the stacked soil in all layers by ramming and watering and then disposing of all surplus excavated earth/ material as directed with in all leads and lifts asper the directing within all leads & lifts asper the direction of the Engineer-in-charge,
Providing and laying cement concrete 1:3:6(1 cement :3 Sand :6 Graded stone agregate 20 mm nominal size and curing complete excluding cost of form work in foundation and plinth
Providing and laying cement concr!e 1:1/5:3 ( 1 cement:1/5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in:-
(a) foundation and plinth involvingall leads and lifts
(b) wall (any thickness but not less than 0.1 mt.thickness)attached plasters butterness,plinth and string couresess etc.from top of foundation level up to floor two level .
P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge.
Providing from work with steel plates 3:15mm thick with steel plates welded with angle iron frames 30x30x5mm so as to give fair finish including centering, shuttering, strutting and propping etc. wooden battens and ballies height of propping & centering below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete & plain concrete work in .
(a) Flat surface such as soffits and suspended floor roots,landing and the like floors etc.up to 200mm thickness involving all leads and lifts.
(ii) vertical surface such as walls ( any thickness)portitions and the like including attched pillasters, buttresses, plinth and string courses and the like
Edge of slab brakes in floors and wall under 20 cm
Providing mild steel/tor steel reinforcement for RCC work including bending, binding and placing in position completeup to floor two level,Tor steel involving all leads and lifts.and lifts.
STEEL WORK WELDED IN BUILT UP SECTION,TRUSSES & FRAMES WORK I/C CUTTING HOISTING,FIXING IN POSITION & complete In grating ,framed guard & ladders etc.
Laying, Jointing in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) including complete fitting and as per the direction of the Engineer-in-charge with in all leads and lifts of the following nominal bores:. In let , out let, Over flow & Scour Pipe 32 mm Dia
Providing and fixing brass full way valve with wheel.ISI marked within all leads and lifts as per the direction of Engineer-in -charge In let , out let, Over flow & Scour Pipe 32 mm Dia
Providing and fixing manhole cover with frame (including locking arrangmet )
Sardar Mohd (BID ID -587852)
PAWAN KUMAR (BID ID -585030)
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