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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance ANANDIPURAM KUSUMKHERA HALDWANI | NAINITAL | UTTARAKHAND | 244713 | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 CrAdmitted-Finance | ₹2.0 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 0 8 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical 0 2 | NAINITAL | UTTARAKHAND | 244713 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Neeraj Mishra L1 | M/s TARA DUTT PALARIYA L2 |
|---|---|---|---|---|---|
| 1.00 | Providing and laying of Empty cement Bags (Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour , T&p etc required for proper completion of the work. | 7,000 | bag | - | - |
| 2.00 | E/w in excavation for structure as per drawing and technical specifications clause 305.1 including setting out , construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil | 1,659 | cum | - | - |
| 3.00 | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc.required for proper completion of the work. | 1,400 | hours | - | - |
| 4.00 | providing concrete for plain/reinforced in open foundation complete as per drawing and technical specification clause 802,803,1202 &1203 P.C.C 1:2:4 nominal mix | 833 | cum | - | - |
| 5.00 | Stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704,1202 and 1204 Random rubble masonry in 1:5 cement mortar | 2,591 | cum | - | - |
| 6.00 | pointing with cement mortar 1:3 on stone masonary as per drawing and technical specification Clause 613.3 and 1204 | 2,205 | sqm | - | - |
| 7.00 | Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) toward drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 | 1,020 | mtr | - | - |
| 8.00 | Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clauses 1204.3.8 (Granular material) | 815 | cum | - | - |
| 9.00 | providing concrete for plain/reinforced in open foundation complete as per drawing and technical specification clause 802,803,1202 &1203 P.C.C 1:3:6 nominal mix | 714 | cum | - | - |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
24 Sept 2020, 3:00 pmClosed
Superintending Engineer
irrigation work circle haldwani
Flood protection scheme of khanshu village at left and right bank of Gola river in block Okhalkanda Distt Nainital
2020_IRDCE_26041_1
02/SE/2020-21
Open Tender
Civil Works
730 days
khansu
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
Yes
executive engineer irrgation division haldwani
₹4.4 L
Yes
1 Oct 2020
9 Sept 2020
25 Sept 2020
9 Sept 2020
24 Sept 2020
9 Sept 2020
Amount
Providing and laying of Empty cement Bags (Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour , T&p etc required for proper completion of the work.
E/w in excavation for structure as per drawing and technical specifications clause 305.1 including setting out , construction of shoring and bracing , removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil
Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc.required for proper completion of the work.
providing concrete for plain/reinforced in open foundation complete as per drawing and technical specification clause 802,803,1202 &1203 P.C.C 1:2:4 nominal mix
Stone masonary in cement mortar for substructure complete as per drawing & technical specification clauses 702, 704,1202 and 1204 Random rubble masonry in 1:5 cement mortar
pointing with cement mortar 1:3 on stone masonary as per drawing and technical specification Clause 613.3 and 1204
Providing weepholes in brick masonry /stone masonry, plain/reinforced concrete abutment, wing wall,return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) toward drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawing & technical specification clauses 1204.3.8 (Granular material)
providing concrete for plain/reinforced in open foundation complete as per drawing and technical specification clause 802,803,1202 &1203 P.C.C 1:3:6 nominal mix
M/s TARA DUTT PALARIYA
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