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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 201 205 SAI SAMARTH COMPLEX MANEJA MAKARPURA MANEJA VADODARA GUJARAT 390013 UDYAM GJ 24 0031890 | VADODARA | GUJARAT | 390013 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical bidder disqualify |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Rejected-Technical SOMESHWAR DISTRICT ALMORA | ALMORA | UTTARAKHAND | 263601 | Rejected-Technical bidder disqualify |
Tender Value
Refer Docs
EMD Value
₹11.1 L
Closing Date
10 Nov 2020, 11:00 amClosed
Superintending Engineer
Superintending Engineer 1st Circle P.W.D. Almor
Reconstruction and Improvement of Kukuchhina Garjiya Paili Motor Road in block Choukutiya Constituency Dwarahat distt Almora Under State Sector
2020_pwd_26651_1
3815/Nivida-01/20 dated 05/10/2020
Open Tender
Civil Works
120 days
Dwarahat
As per technical bid
2 documents required · 2 mandatory
₹5,900
EE CD PWD Ranikhet
₹11.1 L
Almora
16 Jan 2021
9 Oct 2020
10 Nov 2020
10 Oct 2020
10 Nov 2020
3 Nov 2020
2 Nov 2020
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.
Excavation 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 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 material labour T&P, truck etc. required for complition of work.
Construction of Retaining and Breast Walls
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 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.(As per PWD Uttarakhand specifications)
H.P stone filling in back of wallls including cost of all materials ,royality.t&p etc. complete.
Construction of Causeway
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.(As per PWD Uttarakhand specifications)
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)
Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C ( Nominal mix 1:3:6)
Providing concrete for plain/reinforced concrete in substruture complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:2:4.
Supplying, fitting and placing MS 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)
Construction of RCC slab Culvert with R.R. 1:5 abutment as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. ( Including catchpit) As per drawing approved by CE Kumoan vide letter no. 3812/17 m-k/08 dated 10.4.2008
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
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C ( Nominal mix 1:3:6)
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)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (In cement mortar 1:5
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.(As per PWD Uttarakhand specifications)
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 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)
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 10 gauge BWG Sliding Zone Km.-3
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 For grade improvement and Patri filling
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing rolling with power roller8-10 tonn in stages to proper grade & amber, applying & brooming requisitet type of screening / binding materials to fill up the intristices of coarse gregates,watering &rolling making necessary earthen bund to protectedges lighting, guarding & barricatings,&maintenance of diversions etc.[Grading of no-1] (45-90 mm size).with crushable screening
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisitet ype of screening / binding materials to fill up the intristices of coarse gregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, & maintenance of diversions etc.[Grading of no-2] (45-63 mm size).with crushable screening
Providing, laying,spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisite type of screening / binding materials to fill up the intristices of coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, &maintenance of diversions etc.[Grading of no-3] (22.4 - 53 mm size).with crushable screening
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-in-charge With VG-10 grade Bitumen The Rate is including cost of Maxphalt
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 Seal Coat Using Bitumen (S-90) The Rate is including cost of Bitumen .
Construction of Road side parapets 2.50 mtr longmade of plumconcrete with 60% cement concrete1:2:4and 40%plum complete i/c supply of all material, labour , T&P etc required for proper completion of the work( as per approved drawing approved by C.E.(K) )
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
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 1:3:6 Nominal mix
Plain cement concrete in foundation complete as per drawings and technical specification Clauses 802, 803, 807, 1202 ans 1204 P.C.C. grade M 20 Nominal mix 1:2:4
Loose Stones for Plum
Kilometre Stone 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 Specification Clause 1703
5th Kilometre Stone (precast)
Ordinary Kilometer Stone (Precast)
200 m stone (precast)
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.(By mechanical mean)
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