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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83,721Admitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹83,921+₹200 (0.24%)Admitted-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | L2 | Admitted-Finance | |
| 3 | L3₹84,021+₹300 (0.36%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | OM SHIV CONSTRUCTION AND SUPPLIER L3 | BAKE BIHARI TRADERS L1 | A K ENTERPRISES L2 |
|---|---|---|---|---|---|---|
| 1.01 | Dismentling following type of road surface ofr laying of pipe line and makin house connection include sorting out serviceable and unserviceable materials its proper stacking at suitable place in all complete in proper chamber. All labour charge T&P (1) B.O.E. road | 1 | Sqr | 50 ₹50 Lowest | 50 ₹50 Lowest | 50 ₹50 Lowest |
| 1.02 | Dismentling following type of road surface ofr laying of pipe line and makin house connection include sorting out serviceable and unserviceable materials its proper stacking at suitable place in all complete in proper chamber. All labour charge T&P (2) C.C.road | 1 | Cum | 600 ₹600 Lowest | 600 ₹600 Lowest | 600 ₹600 Lowest |
| 1.03 | Dismentling following type of road surface ofr laying of pipe line and makin house connection include sorting out serviceable and unserviceable materials its proper stacking at suitable place in all complete in proper chamber. All labour charge T&P(3) Interlocking | 1 | Sqr | 100 ₹100 Lowest | 100 ₹100 Lowest | 100 ₹100 Lowest |
| 1.04 | Resistement of follworin 20% meteral (tiles,c.c.BOE) aginest damage old material work I/C All labour charge. Required material and rammaing of trench sand. T&P (1) B.O.E. road | 1 | Sqr | 120 ₹120 Lowest | 120 ₹120 Lowest | 120 ₹120 Lowest |
| 1.05 | Resistement of follworin 20% meteral (tiles,c.c.BOE) aginest damage old material work I/C All labour charge. Required material and rammaing of trench sand. T&P (2) C.C.road | 1 | Cum | 1,100 ₹1,100 Lowest | 1,100 ₹1,100 Lowest | 1,100 ₹1,100 Lowest |
| 1.06 | Resistement of follworin 20% meteral (tiles,c.c.BOE) aginest damage old material work I/C All labour charge. Required material and rammaing of trench sand. T&P (3) Interlocking | 1 | Sqr | 300 ₹300 Lowest | 300 ₹300 Lowest | 300 ₹300 Lowest |
| 1.07 | Excavation for pipe line of ordingry soil lift 1.5m depth including refilling back watering and ramming excavated earth into trenches and disposal of surplus site of work complctation of word I/C all required material T&P Same as excavation of soil mixed | 1 | Cum | 250 ₹250 Lowest | 250 ₹250 Lowest | 250 ₹250 Lowest |
| 1.08 | S/O 110MM dia 6kg/cm2 ISI mark kisan/suprime, Tirupati make Averge weight 11kg/pipe. | 1 | RM | 400 ₹400 Lowest | 400 ₹400 Lowest | 400 ₹400 Lowest |
| 1.09 | S/O 90mm Dia 6kg/cm2 ISI mark | 1 | RM | 300 ₹300 Lowest | 300 ₹300 Lowest | 300 ₹300 Lowest |
| 1.10 | S/O Specials for item No. 4.5 (5%cost of P.V.C.Pipe) | 1 | percentage | 1 ₹1 Lowest | 1 ₹1 Lowest | 1 ₹1 Lowest |
Tender Value
Refer Docs
EMD Value
₹2 L
Closing Date
28 Feb 2024, 1:00 pmClosed
EO
NPP Etawah
Laying of 90 MM dia PVC pipe line, 110MM dia PVC pipe Line different area and ward inside City, Etawah
2024_DOLBU_892685_1
3599/stor/E-NIVIDA/2023-24 date 07.02.2024
Open Tender
Pipe Laying Works
Item Rate
15 days
Etawah
Please refer tender document
2 documents required · 2 mandatory
₹1,180
EO
₹2 L
14 Mar 2024
8 Feb 2024
28 Feb 2024
8 Feb 2024
28 Feb 2024
8 Feb 2024
Amount
Dismentling following type of road surface ofr laying of pipe line and makin house connection include sorting out serviceable and unserviceable materials its proper stacking at suitable place in all complete in proper chamber. All labour charge T&P (1) B.O.E. road
Dismentling following type of road surface ofr laying of pipe line and makin house connection include sorting out serviceable and unserviceable materials its proper stacking at suitable place in all complete in proper chamber. All labour charge T&P (2) C.C.road
Dismentling following type of road surface ofr laying of pipe line and makin house connection include sorting out serviceable and unserviceable materials its proper stacking at suitable place in all complete in proper chamber. All labour charge T&P(3) Interlocking
Resistement of follworin 20% meteral (tiles,c.c.BOE) aginest damage old material work I/C All labour charge. Required material and rammaing of trench sand. T&P (1) B.O.E. road
Resistement of follworin 20% meteral (tiles,c.c.BOE) aginest damage old material work I/C All labour charge. Required material and rammaing of trench sand. T&P (2) C.C.road
Resistement of follworin 20% meteral (tiles,c.c.BOE) aginest damage old material work I/C All labour charge. Required material and rammaing of trench sand. T&P (3) Interlocking
Excavation for pipe line of ordingry soil lift 1.5m depth including refilling back watering and ramming excavated earth into trenches and disposal of surplus site of work complctation of word I/C all required material T&P Same as excavation of soil mixed
S/O 110MM dia 6kg/cm2 ISI mark kisan/suprime, Tirupati make Averge weight 11kg/pipe.
S/O 90mm Dia 6kg/cm2 ISI mark
S/O Specials for item No. 4.5 (5%cost of P.V.C.Pipe)
Cartage, Laying, Jointing of P.V.C. Pipe including them cost of Jointing material labour T&P (1) 110MM P.V.C
Cartage, Laying, Jointing of P.V.C. Pipe including them cost of Jointing material labour T&P (2)90MM P.V.C)
Carting from stor C.I.D/F Sluice value from store to site of word and lowering them into Trenches Fixing in position and jointing them with pipe lines and testing etc. complete. (1) 110MM Dia
Carting from stor C.I.D/F Sluice value from store to site of word and lowering them into Trenches Fixing in position and jointing them with pipe lines and testing etc. complete. (2)90MM Dia
S/O C.I.D Sluice Value(1) 110MM Dia
S/O C.I.D Sluice Value(1) 900MM Dia
Supply of All material labour T&P construction of following chambers as per type design. Sluice Value Massonry chember. (1000*1200*1300)MM
Tee connection for new laid pvc pipe line with to exsting line. Jointing of old and new distribution lines including all special and material labour T&P required for proper completion of work and Dewatering and barrycuting of site will all arrangement (Tractor pump set Dewatering pump with generator) labour T&P complete. (1) 63mm to 110MM
Tee connection for new laid pvc pipe line with to exsting line. Jointing of old and new distribution lines including all special and material labour T&P required for proper completion of work and Dewatering and barrycuting of site will all arrangement (Tractor pump set Dewatering pump with generator) labour T&P complete. (2)110mm to 400mm
Nala Crossing (small) up to 1.5
Site cleaing Remove excess material form site to dumping ground.
A K ENTERPRISES
OM SHIV CONSTRUCTION AND SUPPLIER
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