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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹1.4 L (0.63%)Admitted-Finance ANANDIPURAM KUSUMKHERA HALDWANI | NAINITAL | UTTARAKHAND | 244713 | ₹2.3 Cr+₹1.4 L (0.63%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 4 | Not Admitted-Fee/PreQual/Technical DOON VALLEY UTTARAKHAND UT | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Rejected-Technical BAGESHWAR UTTARAKHAND UT | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | parihar construction L1 | Neeraj Mishra L2 |
|---|---|---|---|---|---|
| .01Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment. | |||||
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction FOR R/W and B/W | 1,179.98 | Cum | 400 ₹4,71,992 Lowest | 412.8 ₹4,87,095.74 |
| 2.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | 3,055.5 | Cum | 4,400 ₹1,34,44,200 Lowest | 4,413.5 ₹1,34,85,449.25 |
| 3.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 1,239.21 | Cum | 3,980 ₹49,32,055.8 Lowest | 4,005 ₹49,63,036.05 |
| 4.00 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | 605.45 | Cum | 2,200 ₹13,31,990 Lowest | 2,284.3 ₹13,83,029.44 |
| 5.00 | Fillling in foundation trenches as per drawing and technical specification Clause
305.3.9 Earth filling (For marshy soil) | 921.84 | Cum | 265 ₹2,44,287.6 Lowest | 265 ₹2,44,287.6 Lowest |
| 6.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 387.08 | Cum | 1,054.4 ₹4,08,137.15 Lowest | 1,054.4 ₹4,08,137.15 Lowest |
| 7.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG | 270 | Cum | 1,883.2 ₹5,08,464 Lowest | 1,883.5 ₹5,08,545 |
| 8.00C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. | |||||
| 8.10 | Excavation in foundation for Scupper in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | 139.76 | Cum | 400 ₹55,904 Lowest | 412.8 ₹57,692.93 |
Tender Value
Refer Docs
EMD Value
₹5.3 L
Closing Date
10 Oct 2023, 1:00 pmClosed
Superintending Engineer
1st Circle P.W.D. Almora Uttarkahand
Under the state Disaster mitigation fund the protection work of the motar road for the prevention of landslides occurring in km 1 to 3 of Ason Baskuna motor road of kapkot assembly onstituency of district Bageshwar.
2023_pwd_61313_1
2764(i)/Niveeda-01/2023-24 Dtd 25-07-2023
Open Tender
Civil Works - Roads
Item Rate
450 days
Kapkot(Bageshwar)
2 documents required · 2 mandatory
₹5,900
Yes
Executive Engineer C.D. PWD Kapkot
₹5.3 L
Yes
8 Dec 2023
25 Jul 2023
10 Oct 2023
25 Jul 2023
10 Oct 2023
14 Aug 2023
Amount
Note- The Contractor shall quote his/ their rates without GST. GST will be paid extra by the Department as per prevailing rate at the time of payment.
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction FOR R/W and B/W
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Earth filling (For marshy soil)
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG
C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
Excavation in foundation for Scupper in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5)
Random rubble stone masonary in cement mortar 1:5 for substructure complete as per drawing & technical specification Clauses 702,704,1202, and 1204
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005, 1010 & 1202
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing weep holes in Brick 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 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.
Neeraj Mishra
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