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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L1₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L1 | Admitted-Finance |
| 3 | L1₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L1 | Admitted-Finance |
| 4 | L1₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L1 | Admitted-Finance |
| 5 | L1₹3.6 CrAdmitted-Finance | ₹3.6 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MEGOTIA CONSTRUCTION PVT LTD L1 | PNV INFRATECH L1 | BHARDWAJ BUILDCON PRIVATE LIMITED L1 | BHARTI BUILDCON L1 | RKS CONSTRUCTION PVT LTD L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Jungle Clearance in borrow area, building premises, flanks and slopes of the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. completed as per direction of E/I (S.R.NO-6.1.3.1) | 3,000 | M2 | - | - | - | - | - |
| 2.00 | Earthwork in excavation of foundation trenches in ordinary soil ( Vide classification of soil item -A ) and disposal of excavated earth so obtained (50m away from the edge of the trenches) with intial lead of 150m and intial lift of 1.5m as per specification and direction of E/I.(S.R.NO-6.1.8) | 1,231.88 | M3 | - | - | - | - | - |
| 3.00 | For ordinary and hard soil ( Vide classification of soil item A and B) (S.R.NO-7.1.33.1) | 1,231.88 | M3 | - | - | - | - | - |
| 4.00 | supplying & Laying Sand filter on slope of the dam as per design,drawing with watering and compaction including the cost of material royalty but excluding the cost of carriage.all complete as per specification and direction of E/I (S.R.NO-5.6.5) | 297.36 | M3 | - | - | - | - | - |
| 5.00 | supplying & Laying stone metal size (20mm to 63mm) on slope of the dam as per specification and direction of E/I (S.R.NO-5.6.7) | 297.36 | M3 | - | - | - | - | - |
| 6.00 | providing coarse clean sand in filling in foundation trenches including ramming ,watering,royalty complete job as per specification and direction of E/I (S.R.NO-7.1.37) | 50.35 | M3 | - | - | - | - | - |
| 7.00 | providing & Laying P.C.C. or R.C.C. M-10 with nominal mix of (1:3:6) -do- complete job as per specification and direction of E/I ( S.R NO. 5.3.5) | 50.35 | M3 | - | - | - | - | - |
| 8.00 | Providing & Laying P.C.C. or R.C.C. M-15 with nominal mix of (1:2:4) in foundation -do-with approved quality of 20mm graded coarse aggregade complete job as per specification and direction of E/I (S.R.NO-7.3.4) | 382.44 | M3 | - | - | - | - | - |
| 9.00 | providing and laying PCC or RCC M15 with nominal mix of (1:2:4) in superstructure - do- with approved quality of 20 mm graded coarse aggregate do- complete job as per specification and direction of E/I (S.R.NO-7.3.9) | 120.15 | M3 | - | - | - | - | - |
| 10.00 | providing and laying dry pitching with precast concrete block 600mmx600mmx300mm size of M-100 strength with nominal mix of (1:3:6) in floor and flank wall -do- complete job as per specification and direction of E/I (S.R.NO-6.3.18) | 594.72 | M3 | - | - | - | - | - |
Tender Value
₹4.0 Cr
EMD Value
₹4.0 L
Closing Date
26 Nov 2019, 5:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer, Subernarekha Dam Division no-2, Chandil.
Boulder pitching with cut-off at upstream portion of chandil dam near nauka Vihar
2019_WRD_43703_1
WRD/SMP/SDD-2 CHANDIL/SBD-02/19-20
Open Tender
Civil Works
Item Wise
730 days
Chandil
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Subernarekha Dam Division No.-2, Chandil
₹4.0 L
Yes
22 Jan 2020
11 Nov 2019
3 Dec 2019
11 Nov 2019
26 Nov 2019
11 Nov 2019
Amount
Jungle Clearance in borrow area, building premises, flanks and slopes of the roads, canals and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. completed as per direction of E/I (S.R.NO-6.1.3.1)
Earthwork in excavation of foundation trenches in ordinary soil ( Vide classification of soil item -A ) and disposal of excavated earth so obtained (50m away from the edge of the trenches) with intial lead of 150m and intial lift of 1.5m as per specification and direction of E/I.(S.R.NO-6.1.8)
For ordinary and hard soil ( Vide classification of soil item A and B) (S.R.NO-7.1.33.1)
supplying & Laying Sand filter on slope of the dam as per design,drawing with watering and compaction including the cost of material royalty but excluding the cost of carriage.all complete as per specification and direction of E/I (S.R.NO-5.6.5)
supplying & Laying stone metal size (20mm to 63mm) on slope of the dam as per specification and direction of E/I (S.R.NO-5.6.7)
providing coarse clean sand in filling in foundation trenches including ramming ,watering,royalty complete job as per specification and direction of E/I (S.R.NO-7.1.37)
providing & Laying P.C.C. or R.C.C. M-10 with nominal mix of (1:3:6) -do- complete job as per specification and direction of E/I ( S.R NO. 5.3.5)
Providing & Laying P.C.C. or R.C.C. M-15 with nominal mix of (1:2:4) in foundation -do-with approved quality of 20mm graded coarse aggregade complete job as per specification and direction of E/I (S.R.NO-7.3.4)
providing and laying PCC or RCC M15 with nominal mix of (1:2:4) in superstructure - do- with approved quality of 20 mm graded coarse aggregate do- complete job as per specification and direction of E/I (S.R.NO-7.3.9)
providing and laying dry pitching with precast concrete block 600mmx600mmx300mm size of M-100 strength with nominal mix of (1:3:6) in floor and flank wall -do- complete job as per specification and direction of E/I (S.R.NO-6.3.18)
Providing shuttering including strutting, proping etc. and its removal after use in foundation as per specification and direction of E/I.(S.R.NO-7.3.18)
Providing Weep hole with dry graded stone filter of 20 mm to 40mm size as per specification and direction of E/I (S.R.NO-7.8.6)
Supply of stone boulders of size 300 mm for pitching (M003)
Labour charges for pitching above water on apron and slope of bank with boulder in crates of specified size (materials within 150m and all lift ) including boxing and tying the crates with 12 to 14 gauge including cost of G.I wire all ccomplete job as per specification and direction of E/I (S.R.NO-7.7.21)
Supplying of Wire mesh crates size 3m*1.5m*0.75m and 100mm squre mesh made out of G.I wire 10 S.W.G doubled knotted at each joints in box type etc.all ccomplete job as per specification and direction of E/I (S.R.NO-7.7.35)
Providing TMT reinforcement (tor steel)of 10mm dia -do- as per specification and direction of E/I (S.R.NO-5.3.15)
Carriage of Materials
Cement
Stone chips
Stone metal
steel
stone Boulder
Add GST @12%
Add Labour Cess @1%
PNV INFRATECH
BHARDWAJ BUILDCON PRIVATE LIMITED
BHARTI BUILDCON
RKS CONSTRUCTION PVT LTD
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