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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAdmitted-Finance | ₹5.2 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical decision |
| 3 | Rejected-Technical | - | - | Rejected-Technical decision |
| Sl No | Description | Qty | Unit | MEGOTIA CONSTRUCTION PVT LTD L1 |
|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | 6,000 | M3 | 158.72 ₹9,52,320 Lowest |
| 2.00 | Labour charge for Pitchingabove water on apron and slope of bank with boulder in crates of specified size (materials within 150 m and all lift ) including boxing and tying the crates with 12 to 14 guage G.I. wire all complete as per specification and direction of E/I | 9,180 | M3 | 1,238.64 ₹1,13,70,715.2 Lowest |
| 3.00 | Supplying wire crates of size 3m x 1.5m x 0.75m and 150mm square mesh made out of G.I. wire 10 SWG double knotted at each joints in box type etc. all complete as per specigication and direction of E/I include carriage of G.I. wire | 3,200 | Nos | 2,803.76 ₹89,72,032 Lowest |
| 4.00 | Supply of boulder at source 300 mm size for pitching | 9,180 | M3 | 542.87 ₹49,83,546.6 Lowest |
| 5.00 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. | 1,384.2 | M3 | 175.61 ₹2,43,079.36 Lowest |
| 6.00 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurme compacted volume) | 85.7 | M3 | 618.69 ₹53,021.73 Lowest |
| 7.00 | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering-All work upto plinth level :-(1:2:4(1 cement:2coarse sand (zone-III):4graded stone aggregate 20mm nominal size) | 296.8 | M3 | 4,825.84 ₹14,32,309.31 Lowest |
| 8.00 | Providing Random Rubble masonary in cement mortar (1:4)in foundation and plinth with hammer dressed stone of less than 0.03M3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royality all complete as per building specification and direction of E/I. | 408.1 | M3 | 2,875.29 ₹11,73,405.85 Lowest |
| 9.00 | Providing Random Rubble masonary in cement mortar (1:4) in superstructure and plinth with hammer dressed stone of less than 0.03m3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royality all complete as per building specification and direction of E/I. | 352.45 | M3 | 3,050.85 ₹10,75,272.08 Lowest |
| 10.00 | Centering and shuttering including strutting, proping etc and removal of form for foundation, footing, bases of columns, etc for mass concrete | 121.93 | M2 | 204.13 ₹24,889.57 Lowest |
Tender Value
₹4.9 Cr
EMD Value
₹4.9 L
Closing Date
29 Feb 2024, 5:00 pmClosed
E.E MINOR IRRIGATION DIVISION CHAIBASA
MINOR IRRIGATION DIVISION CHAIBASA
Construction of Guard wall from Monoharpur P.H.E.D. Ghat to Mir Mohalla in Manoharpur West Panchayat under Block Manoharpur, West Sainghbhum District
2024_WRD_83921_1
MID/CHAIBASA/SBD-07/23-24/4TH CALL
Open Tender
Civil Works
Item Rate
335 days
MANOHARPUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
₹4.9 L
Yes
15 Mar 2024
23 Feb 2024
2 Mar 2024
23 Feb 2024
29 Feb 2024
23 Feb 2024
Amount
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
Labour charge for Pitchingabove water on apron and slope of bank with boulder in crates of specified size (materials within 150 m and all lift ) including boxing and tying the crates with 12 to 14 guage G.I. wire all complete as per specification and direction of E/I
Supplying wire crates of size 3m x 1.5m x 0.75m and 150mm square mesh made out of G.I. wire 10 SWG double knotted at each joints in box type etc. all complete as per specigication and direction of E/I include carriage of G.I. wire
Supply of boulder at source 300 mm size for pitching
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurme compacted volume)
Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering-All work upto plinth level :-(1:2:4(1 cement:2coarse sand (zone-III):4graded stone aggregate 20mm nominal size)
Providing Random Rubble masonary in cement mortar (1:4)in foundation and plinth with hammer dressed stone of less than 0.03M3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royality all complete as per building specification and direction of E/I.
Providing Random Rubble masonary in cement mortar (1:4) in superstructure and plinth with hammer dressed stone of less than 0.03m3c in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royality all complete as per building specification and direction of E/I.
Centering and shuttering including strutting, proping etc and removal of form for foundation, footing, bases of columns, etc for mass concrete
Providing 25mm thick water proof cement plaster (1:4) with clean coarse sand of F.M 1.5 INCLUDING Cost of carriage screening curing with all leads and lifts of water, scaffolding taxes and royality all complete as per building specification and direction of E/I.
Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I.
Filling in foundation trenches or in plinth in layers not exceeding 150mm thick, well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50m and lift of 1.5m all complete as per direction of E/I. (mode of measurement compacted volume)
(i) Cement
(ii) Sand :
(iii) Stone Chips :
(iv) Boulder :
Add GST @18%
Add Labour Cess @1%
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