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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹32.5 L (20.5%)Admitted-Finance | ₹1.9 Cr+₹32.5 L (20.5%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 4 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| 5 | Rejected-Technical | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | M/s Pahchan Construction L2 | Sanjay Singh Bora L1 |
|---|---|---|---|---|---|
| .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. | |||||
| 1.00Survey Work | |||||
| 1.01 | Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications. | 200 | Nos | 200 ₹40,000 Lowest | 200 ₹40,000 Lowest |
| 1.02 | Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications | 2 | Nos | 500 ₹1,000 | 490 ₹980 Lowest |
| 2.00Hill Side Cutting | |||||
| 2.01 | Execavation in hill side cutting/ filling local earth including all leads and lifts as required at site in all types of soils and rocks as met at site for making the road as per plan and L section including hill side road drain of specified x section also including uprooting and cutting of bushes, dressing of road surface, ramming of filled earth and disposal of surplus excavated earth as directed by Engineer in charge including supply of all materials labour T&P, truck etc. required for proper completion of work. | 1 | Job | 50,09,000 ₹50,09,000 | 13,00,000 ₹13,00,000 Lowest |
| 3.00Protection Works ( R/Walls and B/Walls) | |||||
| 3.01 | Excavation in foundation in all type of soils and rocks including all leads, lifts and disposal of surplus excavated earth as directed by Engineer-in-charge including supply of all materials, labour, T&p etc. required for proper completion of the work. | 739.23 | cum | 310 ₹2,29,161.3 | 300 ₹2,21,769 Lowest |
| 3.02 | Random Rubble Masonary laid dry in breast wall,retaining wall,parapets,scupper etc. Including supply of all materials, labour, T&P and royality etc required for proper complition of work. (As per PWDUttarakhand specifications) | 1,154.99 | cum | 1,700 ₹19,63,483 Lowest | 1,750 ₹20,21,232.5 |
| 3.03 | 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 royalty etc.(Asper PWD Uttarakhand specifications) | 607.18 | cum | 3,050 ₹18,51,899 Lowest | 3,100 ₹18,82,258 |
Tender Value
Refer Docs
EMD Value
₹4.0 L
Closing Date
9 Jul 2021, 11:00 amClosed
Superintending Engineer
SE 1st Circle PWD Almora
Construction of Chamarkhan Kanoli Selapani motor road in Ranikhet Constituency of Distt- Almora under CM Ghosna
2021_pwd_33058_1
1797/Nivida-01/2021 dated 21/05/2021
Open Tender
Civil Works
Item Rate
365 days
Ranikhet
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Almora
₹4.0 L
Almora
9 Aug 2021
27 May 2021
9 Jul 2021
28 May 2021
9 Jul 2021
18 Jun 2021
17 Jun 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.
Survey Work
Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications.
Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications
Hill Side Cutting
Execavation in hill side cutting/ filling local earth including all leads and lifts as required at site in all types of soils and rocks as met at site for making the road as per plan and L section including hill side road drain of specified x section also including uprooting and cutting of bushes, dressing of road surface, ramming of filled earth and disposal of surplus excavated earth as directed by Engineer in charge including supply of all materials labour T&P, truck etc. required for proper completion of work.
Protection Works ( R/Walls and B/Walls)
Excavation in foundation in all type of soils and rocks including all leads, lifts and disposal of surplus excavated earth as directed by Engineer-in-charge including supply of all materials, labour, T&p etc. required for proper completion of the work.
Random Rubble Masonary laid dry in breast wall,retaining wall,parapets,scupper etc. Including supply of all materials, labour, T&P and royality etc required for proper complition of work. (As per PWDUttarakhand specifications)
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 royalty etc.(Asper PWD Uttarakhand specifications)
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 Engineer-In-Charge
Drainage/ Cross Drainage Works
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead(50m), lift(1.5m) and disposal of surplus material as per direction of engineer - in - charge
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M10 (C.C 1:3:6) including supply of all materials, labour and T&P etc.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all materials, labour, T&P and royalty etc.(Asper PWD Uttarakhand specifications)
Providing Nominal mix 1:2:4 Cement concrete with cement, sand & 20mm gauge stone ballast including supply of all materials, labour, T&P and royalty etc. required for proper completion of the work
Supplying, fitting and placing HYSD bar reinforcement (Fe tonne 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 and laying reinforced Cement concrete grade M20 in Sub structure Nominal mix including supply of all materials, labour, T&P etc. required for proper completion work.
Random Rubble Masonary laid dry in breast wall, retaining wall, parapets, scupper etc. Including supply of all materials, labour, T&P and royality etc, required for proper complition of work. (As per PWD Uttarakhand specifications).
Hand packed stone filling in the back of R/Wall including supply of all materials labour T&P etc. required for proper completion of the work direction by Engineer-In-Charge
Pavement Works
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including power roller 8-10 tonn in stages toproper grade & camber, applying &brooming requisitet ype ofscreening / binding materials to fillup the intristices of coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings & maintenance of diversions etc.[Grading of no-1] ( 45-90 mm)
Parapet:- Constn. 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
Excavation in foundation for parapets in all types of soils and rocks including lead(50m), lift(1.5m) and disposal of surplus material as per direction of engineer - in - charge
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M10 (C.C 1:3:6) including supply of all materials, labour and T&P etc.
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 in 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.
Road Furnitures
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 Km Stone ( Pre cast )
-Do- Ordinary Km Stone ( Pre Cast )
-Do- 200 meter Stone ( Pre Cast )
Providing adge stones of Size 450X350X100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Providing and erecting direction and place sq.m identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Development of Dumping Yard
Providing and laying of wire crates 3.00x1.50x1.50 in Nos. size with a 10 gauge BWG GI wire conforming to IS:280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each.(As per PWD Uttarakhand Specification)
Provision for Disposal of Dabries and surplus earth after hill side cutting work as when required and disposed as per direction of Engineer-In-Charge.
M/s Pahchan Construction
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