Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.8 Cr+₹17.7 L (6.62%)Admitted-Finance | ₹2.8 Cr+₹17.7 L (6.62%) | L2 | Admitted-Finance |
| 3 | L3₹3.1 Cr+₹40.7 L (15.2%)Admitted-Finance HATHRANGIYA LOHAGHAT CHAMPAWAT UTTARAKHAND | ₹3.1 Cr+₹40.7 L (15.2%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 5 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | Mohan Construction L2 | Devendra Singh Bisht L1 | M/S DALIP SINGH ADHIKARI L3 |
|---|---|---|---|---|---|---|
| .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. | ||||||
| 1.00Hill Side Cutting | ||||||
| 1.01 | Excavation in hill side Cutting as required at site in all types of soils and rocks met at site for making the road and grade as per plan and L-section length including s/o all materials, labour, T&P etc. required for proper completion of the work. | 1 | Job | 86,60,607 ₹86,60,607 | 80,00,000 ₹80,00,000 Lowest | 94,17,499.82 ₹94,17,499.82 |
| 1.02 | 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 | 4,339.82 | Cum | 313 ₹13,58,363.66 | 225 ₹9,76,459.5 Lowest | 338.65 ₹14,69,680.04 |
| 1.03 | 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 | 2,193.4 | Cum | 1,755 ₹38,49,417 | 1,750 ₹38,38,450 Lowest | 1,899.98 ₹41,67,416.13 |
| 1.04 | 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 | 469.27 | Cum | 3,156 ₹14,81,016.12 | 2,950 ₹13,84,346.5 Lowest | 3,416.51 ₹16,03,265.65 |
| 1.05 | 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) | 1,283.75 | Cum | 737 ₹9,46,123.75 | 700 ₹8,98,625 Lowest | 798.19 ₹10,24,676.41 |
| 1.06 | 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 10 Nominal mix 1:3:6 | 198 | Cum | 5,313 ₹10,51,974 | 4,800 ₹9,50,400 Lowest | 5,750.83 ₹11,38,664.34 |
| 1.07 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) | 721 | Cum | 3,156 ₹22,75,476 | 3,150 ₹22,71,150 Lowest | 3,635.01 ₹26,20,842.21 |
| 1.08 | 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 | 150 | Cum | 7,275 ₹10,91,250 | 6,800 ₹10,20,000 Lowest | 7,873.54 ₹11,81,031 |
Tender Value
Refer Docs
EMD Value
₹7 L
Closing Date
20 Dec 2021, 11:00 amClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Construction of Deghat Talli Narayan Mandir Malbheera Dharkote Seramunani Malikhet Nagchulakhal Motor Road in Sult Constituency of District Almora Under CM Ghosna
2021_pwd_38528_1
8039/Nivida-01/2021 dated 16/11/2021
Open Tender
Civil Works
Item Rate
548 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Ranikhet
₹7 L
Almora
6 Jan 2022
18 Nov 2021
20 Dec 2021
18 Nov 2021
20 Dec 2021
10 Dec 2021
9 Dec 2021
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.
Hill Side Cutting
Excavation in hill side Cutting as required at site in all types of soils and rocks met at site for making the road and grade as per plan and L-section length including s/o all materials, labour, T&P etc. required for proper completion of the work.
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
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
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
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 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 10 Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)
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. (The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
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 20 Nominal mix (1:2:4)
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 face. Complete as per drawing and Technical Specifications
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
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 8 gauge BWG
Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)
Construction of Parapets with 40 percent plum and 60 percent cement concrete in proportion of 1:2:4 consisting of 1 cement, 2 approved coarse sand and 4 approved stone ballast including supply of all materials, labour T&P etc. required for proper completion of work.
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Making super elevation making subgrade based including cost of all materials, labour & T&P as required for proper completion of work and as directed by Engineer-in-charge.
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineerin- charge. (As per PWD Uttarakhand specifications)
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. By Manual Means
Muck Disposal Removal of unsuitable soil/ Ordinary Rock/ Hard Roack including loading and disposal but excluding compaction (Mack Disposal)
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
Mohan Construction
M/S DALIP SINGH ADHIKARI
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .