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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance 201 205 SAI SAMARTH COMPLEX MANEJA MAKARPURA MANEJA VADODARA GUJARAT 390013 UDYAM GJ 24 0031890 | VADODARA | GUJARAT | 390013 | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.5 Cr+₹4.9 L (1.99%)Admitted-Finance | ₹2.5 Cr+₹4.9 L (1.99%) | L2 | Admitted-Finance |
| 3 | L3₹2.5 Cr+₹8.3 L (3.36%)Admitted-Finance | ₹2.5 Cr+₹8.3 L (3.36%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical CHILIALANA RANIKHET DISTRICT ALMORA | ALMORA | UTTARAKHAND | 263601 | - | - | Rejected-Technical bidder disqualify |
| 5 | Rejected-Technical TANAKPUR ROAD PITHORAGARH UTTARAKHAND | - | - | Rejected-Technical bidder disqualify |
| Sl No | Description | Qty | Unit | M/s Pahchan Construction L3 | SKP Projects Pvt Ltd L1 | M/S KSB Contractor 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 (km Ch 0.000 to 5.425) | ||||||
| 1.01 | Excavation in hill side Cutting for 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 including s/o all materials, labour, T&P etc. required for proper completion of the work. | 1 | Job | 51,00,000 ₹51,00,000 | 46,00,497.31 ₹46,00,497.31 Lowest | 53,00,000 ₹53,00,000 |
| 2.01 | 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. | 4,696.5 | Cum | 200 ₹9,39,300 Lowest | 286.44 ₹13,45,265.46 | 260 ₹12,21,090 |
| 3.01 | R.R. 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 specification Clauses 702, 704, 1202 & 1203 of MORD Specification. | 2,629.25 | Cum | 1,650 ₹43,38,262.5 | 1,580.39 ₹41,55,240.41 Lowest | 1,600 ₹42,06,800 |
| 4.00 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast wall, 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 Specification. | 1,168.89 | Cum | 2,900 ₹33,89,781 | 2,843.19 ₹33,23,376.36 | 2,780 ₹32,49,514.2 Lowest |
| 5.00 | 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 | 1,453.85 | Cum | 400 ₹5,81,540 Lowest | 655.95 ₹9,53,652.91 | 633 ₹9,20,287.05 |
| 6.00 | Providing concrete for plain 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 | 266.97 | Cum | 5,200 ₹13,88,244 | 4,739.68 ₹12,65,352.37 | 4,578 ₹12,22,188.66 Lowest |
| 7.00 | Random Rubble Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 in cement mortar (1:5) | 694 | Cum | 3,200 ₹22,20,800 | 3,028.43 ₹21,01,730.42 | 2,924 ₹20,29,256 Lowest |
| 8.00 | Providing concrete for plain 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 | 237.43 | Cum | 5,600 ₹13,29,608 | 5,248.06 ₹12,46,046.89 | 5,068 ₹12,03,295.24 Lowest |
Tender Value
Refer Docs
EMD Value
₹5.9 L
Closing Date
5 Feb 2021, 3:00 pmClosed
Superintending Engineer
Superintending Engineer 1st Circle P.W.D. Almora
Construction of Rapar Jeenapani Majhera Motor Road Under State Sector
2021_pwd_29104_1
271/Nivida-01/2021 dated 16/01/2021
Open Tender
Civil Works
Item Rate
455 days
Sult
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE PD PWD Ranikhet
₹5.9 L
Almora
7 May 2021
21 Jan 2021
5 Feb 2021
22 Jan 2021
5 Feb 2021
29 Jan 2021
28 Jan 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 (km Ch 0.000 to 5.425)
Excavation in hill side Cutting for 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 including s/o all materials, labour, T&P etc. required for proper completion of the work.
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.
R.R. 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 specification Clauses 702, 704, 1202 & 1203 of MORD Specification.
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast wall, 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 Specification.
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 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
Random Rubble Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 in cement mortar (1:5)
Providing concrete for plain 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
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).
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 (For height upto 5 m.) R.C.C. grade M 25
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mmx150mm mesh laid with stone boulders. As per direction of Engineer-in-charge. (As per PWD Uttarakhand specification) GI wire 10 gauge BWG.
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 Specification.
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 of Crushable screening / 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)
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. (For Parapet)
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
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)
Ordinary Kilometer Stone (Precast)
200 m stone (precast)
Providing edge stones of size 450x350x100 mm on valley side of formation as per drawing and technical specification Clause 1608.2.6
Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge.(As per PWD Uttarakhand specifications).
SIGN BOARD Providing and fixing 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801.
900 mm. equilateral triangle
600 mm. equilateral triangle
600 mm. circular
800 mm.x 600 mm. rectangular
Providing and erecting direction and place 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 a mild steel angle iron post 75 mmx 75x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
Direction and Place Identification signs with size more than o.9 sqm. size board.(Providing and erecting direction and place 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 exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. 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 x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.)
Muck Disposal Removal of unsuitable soil/ Ordinary Rock/ Hard Roack including loading and disposal of muck as per Technical Specification Clause 302.3.11 as per requirement of site.
M/S KSB Contractor
M/s Pahchan Construction
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