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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance BHALLA FARM NO 8 SHYAMUR RISHIKESH DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹19.6 L (14.4%)Admitted-Finance | ₹1.6 Cr+₹19.6 L (14.4%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Rajesh Kumar Contractor L1 | M/s Kanika Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Supply and fabrication of steel truss bridge as per detailed drawing including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge and one coat of approved quality anticorrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing. Required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job,. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts. | 93.26 | MT | - | - |
| 2.00 | Erection of Steel Truss (Girder) Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant) and approved by the engineer-in-charge. Service bolts shall be used of approved make. The rate including of cost of all labour, T&P, equipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-in-charge. | 168.8 | MT | - | - |
| 3.00 | Plain/reinforced cement concrete in substructurecomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 Nominal mix (1:2:4) upto 5m height | 59.04 | Cum | - | - |
| 4.00 | Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 105.6 | Cum | - | - |
| 5.00 | HP stone filling in MS crate for bridge abutment and peirs including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge. | 679.1 | Cum | - | - |
| 6.00 | Providing and Laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 kg/10sqm) conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause 1301 | 378 | cum | - | - |
| 7.00 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1,129.2 | Cum | - | - |
| 8.00 | Brick on edge over brick on face pavement with straight overburnt bricks including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm (3/8") depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work. | 1,176 | Sqm | - | - |
| 9.00 | Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level including dismembering, all materials, labour and T&P etc. required for proper dismantling as per direction of Engineer-in-charge, as per Technical Specification Clause 202. | 213.29 | MT | - | - |
| 10.00 | Cartage of material from Stock Yard Laljiwala to bridge site /bridge site to Stock Yard Laljiwala including loading, unloading and stacking of material as per direction of engineer in charge. | 335.44 | MT | - | - |
Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
20 May 2020, 3:00 pmClosed
SE, Civil Circle, PWD, Haridwar
SE, Civil Circle, PWD, Haridwar
Construction and dismantling of 05 nos. temporary crate light motor vehicle bridge in different 03 places over stream of Ganga river in district Haridwar under Kumbh Mela-2021
2020_pwd_23536_1
803/6C-Civil Circle/20 Dated 05.05.2020
Open Tender
Civil Works - Bridges
Item Rate
152 days
Haridwar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE, PD, PWD, HARIDWAR
₹3.3 L
SE, Civil Circle, PWD, Haridwar
23 May 2020
6 May 2020
20 May 2020
6 May 2020
20 May 2020
14 May 2020
13 May 2020
Amount
Supply and fabrication of steel truss bridge as per detailed drawing including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge and one coat of approved quality anticorrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing. Required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job,. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts.
Erection of Steel Truss (Girder) Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant) and approved by the engineer-in-charge. Service bolts shall be used of approved make. The rate including of cost of all labour, T&P, equipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-in-charge.
Plain/reinforced cement concrete in substructurecomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 Nominal mix (1:2:4) upto 5m height
Excavation in foundation for retaining & brest walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
HP stone filling in MS crate for bridge abutment and peirs including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge.
Providing and Laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 kg/10sqm) conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause 1301
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Brick on edge over brick on face pavement with straight overburnt bricks including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm (3/8") depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work.
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level including dismembering, all materials, labour and T&P etc. required for proper dismantling as per direction of Engineer-in-charge, as per Technical Specification Clause 202.
Cartage of material from Stock Yard Laljiwala to bridge site /bridge site to Stock Yard Laljiwala including loading, unloading and stacking of material as per direction of engineer in charge.
Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
Providing a maintenance team consisting 1 No. Diesel Generator Set, 1 No. tractor trolly ( along with operator/ driver and fuel), 1 No. welding machine set, one welder, 2 semi skilled mazdoor for 24 hrs ready for repair and maintenance of Temporary steel bridges as and when required in Kumbh mela area (1 day= 24 hrs taken)
Placing of MS crate for temporary bridge abutment and peirs in proper position and levels for crate bridge including supply of all material,labour T and P etc. required for proper complection of the work (excluding cost of MS crate)
Construction of embankment with approved material obtained from roadway cutting with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
M/s Kanika Enterprises
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