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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAdmitted-Finance | ₹2.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 Cr+₹9.9 L (4.21%)Admitted-Finance | ₹2.4 Cr+₹9.9 L (4.21%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹10.6 L (4.50%)Admitted-Finance | ₹2.5 Cr+₹10.6 L (4.50%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | 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 | Deep singh mehra L3 | SMS CONSTRUCTION PROP. DEEPAK SINGH DASILA L1 | Pratap Singh Bisht 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. | ||||||
| 1.00Hill Side Cutting | ||||||
| 1.01 | Defect Cutting Excavation in soil/ ordinary rock /Hard Rock in Hilly Area by mechanical means Without using Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1 | Job | 19,60,500 ₹19,60,500 | 19,57,770 ₹19,57,770 | 18,12,788 ₹18,12,788 Lowest |
| 2.00R/wall B/Wall, Culvert, Parapets, Sign Board etc. | ||||||
| 2.01 | 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 | 797.55 | Cum | 372.5 ₹2,97,087.38 | 354 ₹2,82,332.7 Lowest | 372.5 ₹2,97,087.38 |
| 2.02 | 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 | 381.78 | Cum | 3,774.5 ₹14,41,028.61 | 3,586 ₹13,69,063.08 Lowest | 3,774.5 ₹14,41,028.61 |
| 2.03 | 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 | 570.54 | Cum | 2,168.9 ₹12,37,444.21 | 2,060 ₹11,75,312.4 Lowest | 2,168.9 ₹12,37,444.21 |
| 2.04 | Hand packed stone filling in the back of R/Wall including supply of all materail labour T&P etc. required for proper completion of the work direction by E/I | 301.52 | Cum | 1,002.8 ₹3,02,364.26 | 952 ₹2,87,047.04 Lowest | 1,002.8 ₹3,02,364.26 |
| 2.05 | 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 | 63.95 | Cum | 5,808.2 ₹3,71,434.39 | 5,518 ₹3,52,876.1 Lowest | 5,808.2 ₹3,71,434.39 |
| 2.06 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 15 Nominal mix (1:2.5:5) | 3.8 | Cum | 5,735.8 ₹21,796.04 | 5,449 ₹20,706.2 Lowest | 5,735.8 ₹21,796.04 |
Tender Value
₹2.5 Cr
EMD Value
₹6.3 L
Closing Date
24 Jan 2025, 1:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle PWD Almora
Reconstruction work of Chobatiya Kunlakhet Bamshu motor road in Km. 21 to 25 in Ranikhet Someshwar Consultancy of Almora district under the State Sector
2024_pwd_79111_1
5695/Nivida-01/2024-25 dated 16/12/2024
Open Tender
Civil Works
Item Rate
365 days
Someshwar Ranikhet
Technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Ranikhet
₹6.3 L
Almora
1 Feb 2025
23 Dec 2024
24 Jan 2025
23 Dec 2024
24 Jan 2025
13 Jan 2025
10 Jan 2025
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
Defect Cutting Excavation in soil/ ordinary rock /Hard Rock in Hilly Area by mechanical means Without using Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
R/wall B/Wall, Culvert, Parapets, Sign Board etc.
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 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 the back of R/Wall including supply of all materail labour T&P etc. required for proper completion of the work direction by E/I
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
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 15 Nominal mix (1:2.5:5)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204In cement mortar (1:5)
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 procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
Plain/ reinforced cement concrete in substructure complete asper drawings and technical specification Clauses 802, 804,805, 806, 807, 1202 ans 1204, R.C.C grade M 25.
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 Mechanical Means
WBM Grading 2 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 densityGrading 2 as per Technical Specification Clause 405.Mecjanical Means
WBM Grading 3 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 3 as per Technical Specification Clause 405..[Grading of no-3] Mechanical Means
Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack coat using VG-10 grade bitumen Over granular surfaces treated with primer @ 0.40 kg/sqm
20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
Providing and laying seal coat sealing the voids in a bituminous surface by using VG10 penetration grade bitumen laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
Providing Cement concrete with cement, sand & 20mm gauge stone ballast including supply of all materials labour, T&P and royaltiies etc. required for proper completion of the work. nominal mix 1:2:4
Providing and laying stone of approved size and quality as plum concrete for proper completion of work as per direction of Engineer In Charge.
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
Construction of unlined surface drains of average cross-sectionalarea 0.40 sqm in soil to specified lines, grades, levels anddimensions. Excavated material to be used in embankment with alift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Mechanical Means
Reinforced cement concrete M15 grade kilometre stone/localstone 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) (in Km 25)
Reinforced cement concrete M15 grade kilometre stone/localstone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
Supply and fixing of Hectometer stone as per standard drawing including supply of all materials, labour, T&P etc. require for proper completion of work as per direction of Engineer-in-charge.
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc.required for proper completion of the work.(As per PWD Uttarakhand specifications)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (600 mm equilateral triangle)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (600 mm circular)
PLACE IDENTIFICATION Semi-Reflective Traffic signs metre Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
Pratap Singh Bisht (BID ID -356673)
Deep singh mehra (BID ID -356671)
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