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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr Quoted ₹1.1 Cr | L1 | Accepted-AOC AOC Issue |
| 2 | L2₹1.1 Cr+₹1.7 L (1.55%)Rejected-AOC | ₹1.1 Cr+₹1.7 L (1.55%) | L2 | Rejected-AOC Bidder L2 |
| 3 | L3₹1.2 Cr+₹10.8 L (9.83%)Rejected-AOC | ₹1.2 Cr+₹10.8 L (9.83%) | L3 | Rejected-AOC Bidder L3 |
| 4 | L4₹1.4 Cr+₹27.2 L (24.9%)Rejected-AOC DOON VALLEY UTTARAKHAND UT | ₹1.4 Cr+₹27.2 L (24.9%) | L4 | Rejected-AOC Bidder L4 |
| 5 | L5₹1.5 Cr+₹43.0 L (39.2%)Rejected-AOC NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹1.5 Cr+₹43.0 L (39.2%) | L5 | Rejected-AOC Bidder L5 |
Tender Value
Refer Docs
EMD Value
₹3.6 L
Closing Date
11 Sept 2023, 1:00 pmClosed
Superintending Engineer
1st Circle P.W.D. Almora
Under the Honorable Chief minister announcement No 550/2018 assembly constituency kapkot of district Bageshwar in saneti Bakori sangar motor road (X-Sec 5/40 to 10/13) new Construction work, Secound Phase Stage-II.
2023_pwd_61309_1
2764(i)/Niveeda-01/2023-24 Dtd 25-07-2023
Open Tender
Civil Works - Roads
Item Rate
450 days
Kapkot(Bageshwar)
2 documents required · 2 mandatory
₹5,900
Yes
Executive Engineer C.D. PWD Kapkot
₹3.6 L
Yes
29 Jul 2024
25 Jul 2023
11 Sept 2023
25 Jul 2023
11 Sept 2023
14 Aug 2023
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.
C/O of R/Wall & B/Wall
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 technical specifications Clause 305.1 of MORD Specifiction FOR R/W and B/W
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
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
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)
C/O 1 m span scupper with CC base . Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work.
Excavation in foundation for Scupper 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 technical specifications Clause 305.1 of MORD Specifiction
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 concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 M 10
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 11-4-1 P.C.C Nominal mix (1:2:4)
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 in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
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
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 weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Construction Of Causeway
Excavation in foundation for retaining, breast walls, Scuppers 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 technical specifications Clause 305.1 of MORD Specifiction.
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 Specifiction.
RR Dry Kharanja. (200mm thick).
Constructions of parapats on outer side of sharp curve and both side of scupper in cement plum masonary with 40% plum and 60% 1:2:4 cement concrete including necessary earth work, supply of material,labour, T&p as required for proper completion work.
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 .
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 Specifiction.
Surface Drains Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.18 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in mbankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
5th Kilometer stone (Precast)
Ordinory kilometer stone (Precast)
200 m stone (precast)
WBM Grading 1 Providing, 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 1 as per Technical Specification Clause 405.
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of Type IV retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6
Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet 6-1-1 Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
600 mm equilateral triangle
600 mm circular
Bhuwan Chandra Pandey
Bharat Bhushan Singh
M/S ANAND SINGH MEHTA
parihar construction
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