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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹5.7 L (4.29%)Admitted-Finance | ₹1.4 Cr+₹5.7 L (4.29%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard Copy Not Submitted |
| Sl No | Description | Qty | Unit | BISHT CONSTRUCITON L2 | shri Dev Singh Lunthi L1 |
|---|---|---|---|---|---|
| 1.00Part A | |||||
| 1.01 | Hill side cutting in all types of soil as found at site of work in cluding removal and disposal of surpuls excavated materials and debris upto a distance of 30 mts from road side as directed by engg. In charge make the road way as per plan & L-section & also including supply of all labour and T&P and machinary etc | 1 | L.S. | 5,00,000 ₹5,00,000 | 1,56,966.77 ₹1,56,966.77 Lowest |
| 2.00 | 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 technicalspecifications Clause 305.1 of MORD Specifiction | 1,080.54 | Cum. | 389.6 ₹4,20,978.38 | 268.82 ₹2,90,470.76 Lowest |
| 3.00 | 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 | 783.89 | Cum. | 2,143.7 ₹16,80,424.99 | 2,079.39 ₹16,30,013.03 Lowest |
| 4.00 | 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 | 74.13 | Cum. | 6,584.4 ₹4,88,101.57 Lowest | 6,584.4 ₹4,88,101.57 Lowest |
| 5.00 | Random Rubble Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Random rubble masonry In cement mortar (1:5) | 187.93 | Cum. | 4,100.4 ₹7,70,588.17 Lowest | 4,100.4 ₹7,70,588.17 Lowest |
| 6.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15Nominal mix (1:2.5:5) | 28.68 | Cum. | 7,395.1 ₹2,12,091.47 | 6,415.9 ₹1,84,008.01 Lowest |
| 7.00 | R.C.C. grade M 25 | 41.54 | Cum. | 9,233.3 ₹3,83,551.28 Lowest | 9,233.3 ₹3,83,551.28 Lowest |
| 8.00 | 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) | 3.43 | MT | 75,386.2 ₹2,58,574.67 Lowest | 75,386.2 ₹2,58,574.67 Lowest |
| 9.00 | 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) | 271.91 | Cum | 895.2 ₹2,43,413.83 Lowest | 895.2 ₹2,43,413.83 Lowest |
Tender Value
Refer Docs
EMD Value
₹3.1 L
Closing Date
1 Oct 2022, 1:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Improvement and Painting (with premix carpet) work of Lelu Khel Maidan to Gaoun tak Sampark marg and 3 years maintenance in Pithoragarh under State Plan. (Length- 1.825 km.)
2022_pwd_49175_1
5580/984C-03/2022 Dated 25-08-2022
Open Tender
Civil Works - Roads
Item Rate
450 days
Pithoragarh
As per Bid Documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Pithoragarh
₹3.1 L
SE 3rd Circle PWD Pithoragarh
27 Dec 2022
8 Sept 2022
1 Oct 2022
8 Sept 2022
1 Oct 2022
16 Sept 2022
16 Sept 2022
Amount
Part A
Hill side cutting in all types of soil as found at site of work in cluding removal and disposal of surpuls excavated materials and debris upto a distance of 30 mts from road side as directed by engg. In charge make the road way as per plan & L-section & also including supply of all labour and T&P and machinary 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 technicalspecifications 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
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
Random Rubble Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204Random rubble masonry In cement mortar (1:5)
Providing concrete for plain/ reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15Nominal mix (1:2.5:5)
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 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)
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)
WBM Grading 1Providing, 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to therequired density Grading 1 as per Technical Specification Clause 404.by mannual means
WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kN in stages to propergrade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. mannual means
WBM Grading 3Providing, 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 2 as per Technical Specification Clause 405.
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)
Cleaning of the existing WBM surface surface and laying 2 cm thick premix carpet over a tack coat (including cost of Tack coat ) with graded approved grit and bitumen including heating the bitumen to the required temperature and mixing either in mixer or in hand drums, including cartage of materials, maintenance of side patries, and watering them during operation for proper completion of the work including supply of all labour, material, machine, T&P etc, as per PWD Specification and as directed by the engineer-incharge. With VG-10 grade Bitumen
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 Case - II : Type B By Manual Means Bitumen (VG-10)
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 TechnicalSpecification Clause 301.5
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
Providing concrete for plain concrete in foundation complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4)
loose stone
Ordinary Kilometer Stone (Precast)
200 m stone (precast)
PART B
Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.
1st Year
2nd Year
3rd Year
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
1st Year
2nd Year
3rd Year
Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908
1st Year
2nd Year
3rd Year
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 26.01- 1st Year - Nil
2nd Year
3rd Year
Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 27.01- 1st Year - Nil
2nd Year
3rd Year
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
1st Year
2nd Year
3rd Year
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 and 503. 29.01- Ist Year- Nil
2nd Year
3rd Year
BISHT CONSTRUCITON
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