Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹1.3 L (1.00%)Admitted-Finance | ₹1.3 Cr+₹1.3 L (1.00%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ravindra Singh Deopa L2 | BHAGWAN SINGH DEOPA L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil in Hilly Area by mechanical means 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 | 54,04,031 ₹54,04,031 | 53,49,991.1 ₹53,49,991.1 Lowest |
| 2.00 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 270.68 | Cum | 477 ₹1,29,114.36 | 473 ₹1,28,031.64 Lowest |
| 3.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 597.22 | Cum | 2,464 ₹14,71,550.08 | 2,440 ₹14,57,216.8 Lowest |
| 4.00 | Random Rubble Masonary 1:6 in wing wall of scupper, retaning wall, etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 191.41 | Cum | 4,366 ₹8,35,696.06 | 4,322.7 ₹8,27,408.01 Lowest |
| 5.00 | H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete. | 177 | Cum | 1,008 ₹1,78,416 | 998.3 ₹1,76,699.1 Lowest |
| 6.00 | Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer in charge. | 81 | Cum | 2,086 ₹1,68,966 | 2,065.4 ₹1,67,297.4 Lowest |
| 7.00 | Construction of 1m span RCC scupper as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work. | 24.1 | Rmt | 32,850 ₹7,91,685 | 32,521.5 ₹7,83,768.15 Lowest |
| 8.00 | Construction of catchpit for scupper as per atteched drawing including supply of all materials, labour T & P etc. required for proper completion of the work. | 4 | Rmt | 16,220 ₹64,880 | 16,057.8 ₹64,231.2 Lowest |
| 9.00Construction of Causeway with R.R dry khadanja plain concrete 1:3:6 C.C 1:1.5:3 including supply and fixing of M.S. steel reinforcement and required excavation etc. completed all respect as per drawing approved by C.E Level-I P.W.D uttrakhand | |||||
| 9.01 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 43.88 | cum | 477 ₹20,928.38 | 473 ₹20,752.88 Lowest |
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
7 Jun 2021, 12:00 pmClosed
S E RWD Circle Pithoragarh
S E RWD Circle Pithoragarh
The first phase of Mavani to Madrama road, 04 km long motorway and 18 meter span with two bridges between Alamdarma.
2021_RES_33066_3
127/2-Lekha/Nivida/2021-22/ Dated 27-05-2021
Open Tender
Civil Works - Roads
Item Rate
540 days
Munsyari
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer RWD Pithoragarh
₹2.6 L
8 Jun 2021
28 May 2021
8 Jun 2021
28 May 2021
7 Jun 2021
28 May 2021
Amount
Excavation in soil in Hilly Area by mechanical means 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
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
Random Rubble Masonary 1:6 in wing wall of scupper, retaning wall, etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications)
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer in charge.
Construction of 1m span RCC scupper as per drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
Construction of catchpit for scupper as per atteched drawing including supply of all materials, labour T & P etc. required for proper completion of the work.
Construction of Causeway with R.R dry khadanja plain concrete 1:3:6 C.C 1:1.5:3 including supply and fixing of M.S. steel reinforcement and required excavation etc. completed all respect as per drawing approved by C.E Level-I P.W.D uttrakhand
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Random Rubble Masonary laid dry in wing wall of scupper, retaning wall, etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(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 Nominal mix 1:3:6.
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.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25.
Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Construction Of 15.00 Span Motor Bridge (6.00 Mtr Wide)
Excavation in foundation for R/walls, b/walls etc, in all types of soils and rocks inc. all lead, lift and disposal of surplus material as per direction of eic, as per drawing and tech.l specs. Clause 305.1 of MORD Specs.
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
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 12041:4 cement mortar Coursed rubble masonry (1st sort) In 1:4 cement mortar
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 12041:4 cement mortar Coursed rubble masonry (1st sort) In In cement mortar (1:5)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
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 TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
Drainage spouts complete as per drawing and technical specifications Clause 1209
Ravindra Singh Deopa
stage.html
html • 0.03 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 .