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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance R O VILLAGE GOPAL CHOWK PO MAHADEV TEHSIL SUNDERNAGAR DISTRICT MANDI HP 175018 | MANDI | HIMACHAL PRADESH | 175018 | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹12.6 L (10.9%)Admitted-Finance HIMACHAL PRADESH HP | KINNAUR | HIMACHAL PRADESH | 172101 | ₹1.3 Cr+₹12.6 L (10.9%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Ajay Kumar Sharma L1 | Vijay Kumar Sharma L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundations for structure such as all type of (Bridge work) etc. in all kind of classifications of soil comprising of ordinary rock hard chiseling out rocks (where blasting is prohibited) as per drawing and MORTH Technical specification clause 304 and as per direction of the Engineer-in-charge including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials including shoring and strutting and pumping and baling out water (surface and sub soil water) upto any depth and quantum or water including cleaning of slush which may arise out during dewatering as per direction of Engineer-in-charge including carriage of materials with in all leads and lifts and other incidental. | 920.2 | Per cubic meter | - | - |
| 2.00 | Providing and laying Plain cement concrete 1:3:6 ( one cement : three sand : six graded cruched stone aggregate) in foundation with crushed stone aggregate 40 mm ( Forty millimetre ) nominal size mechanically mixed , placed in foundation and compacted by vibratiing including form work dewatring and curring and carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge as per MORTH technical specification 2100 . | 13.04 | Per cubic metre | - | - |
| 3.00 | Providing and laying Reinforced cement concrete Grade M-30 in sub-structure complete as per drawing and MORTH technical specification 1500,1700&2200 up to any height ,Including centring staging and form work but excluding cost of reinforcement as per the entire satisfaction and direction of Engineer-in-Charge. within all leads, lifts and carriage of material.and other incidentals. | 180.87 | Per cubic metre | - | - |
| 4.00 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete including cost of binding wire as per drawings and MORTH technical specifications section 1600 & 2200 as per the entire satisfaction and direction of Engineer-in-Charge. within all leads, lifts and carriage of material.and other incidentals. | 15.3 | Per Tonne | - | - |
| 5.00 | Back filling with granular material behind abutment, wing wall and return wall complete for bridge work as per drawing and MORTH technical specification clause 710.1.4 of IRC 78 & 2200 including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge . | 291.18 | Per cubic metre | - | - |
| 6.00 | Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and technical Specifications and as directed by the Engineer-in-Charge including carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 2 | Tonne capacity | - | - |
| 7.00 | Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical Specifications and as directed by the Engineer-in-Charge including carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government. | 2 | Tonne capacity | - | - |
| 8.00 | Providing weep hole in brick masonry / stone masonry /plain/ reinforced concrete abutment, wing wall / return wall with 100 mm ( one hundred millimetre ) 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 including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge . | 70 | Each | - | - |
| 9.00 | Steel work rivetted in built up sections including cutting,hoisting, fixing, in position and applying a priming coat of red lead paint . Beyond 15 metre but up to 30 metre span complete as per drawing and technical specification section 1900 including cost of temporary structure arangement for providing counter weight launching truss/nose and of higher charges of mechaniry , carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge . | 32.24 | Per Tonne | - | - |
| 10.00 | Supplying ,fitting and placing HYSD bar reinforcement in super structure complete including cost of binding wire as per drawing and MORTH technical specification section 1600 and 2300 including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge . | 2.5 | Per Tonne | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹1.4 L
Closing Date
20 Mar 2020, 5:00 pmClosed
EEHPPWD Gohar
Executive Engineer, Gohar Division, HPPWD.Gohar
Construction of 45 mtr Jeepable Steel Truss Bridge over Kansa khad at Dhaban in GP Dhaban Bhour (Sub Head- Construction of Substructure and Superstructure) .
2020_PWD_35865_1
16866-95 dt. 01/02/2020
Open Tender
Civil Works - Bridges
Item Rate
365 days
Gohar
Please refer Tender documents.
18 documents required · 18 mandatory
₹5,000
Yes
EE Gohar
₹1.4 L
Yes
15 Aug 2020
4 Mar 2020
21 Mar 2020
4 Mar 2020
20 Mar 2020
4 Mar 2020
Amount
Earth work in excavation of foundations for structure such as all type of (Bridge work) etc. in all kind of classifications of soil comprising of ordinary rock hard chiseling out rocks (where blasting is prohibited) as per drawing and MORTH Technical specification clause 304 and as per direction of the Engineer-in-charge including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lifts including dressing of sides and bottom and back filling in trenches with excavated suitable approved materials including shoring and strutting and pumping and baling out water (surface and sub soil water) upto any depth and quantum or water including cleaning of slush which may arise out during dewatering as per direction of Engineer-in-charge including carriage of materials with in all leads and lifts and other incidental.
Providing and laying Plain cement concrete 1:3:6 ( one cement : three sand : six graded cruched stone aggregate) in foundation with crushed stone aggregate 40 mm ( Forty millimetre ) nominal size mechanically mixed , placed in foundation and compacted by vibratiing including form work dewatring and curring and carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge as per MORTH technical specification 2100 .
Providing and laying Reinforced cement concrete Grade M-30 in sub-structure complete as per drawing and MORTH technical specification 1500,1700&2200 up to any height ,Including centring staging and form work but excluding cost of reinforcement as per the entire satisfaction and direction of Engineer-in-Charge. within all leads, lifts and carriage of material.and other incidentals.
Supplying, fitting and placing HYSD bar reinforcement in substructure complete including cost of binding wire as per drawings and MORTH technical specifications section 1600 & 2200 as per the entire satisfaction and direction of Engineer-in-Charge. within all leads, lifts and carriage of material.and other incidentals.
Back filling with granular material behind abutment, wing wall and return wall complete for bridge work as per drawing and MORTH technical specification clause 710.1.4 of IRC 78 & 2200 including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge .
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and technical Specifications and as directed by the Engineer-in-Charge including carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MORTH specifications complete including all accessories as per drawing and technical Specifications and as directed by the Engineer-in-Charge including carriage of material within all leads, lifts, height and other incidentals. The rate is including octroi, royality, Malkana, toll tax, GST or any other taxes imposed by the Government.
Providing weep hole in brick masonry / stone masonry /plain/ reinforced concrete abutment, wing wall / return wall with 100 mm ( one hundred millimetre ) 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 including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge .
Steel work rivetted in built up sections including cutting,hoisting, fixing, in position and applying a priming coat of red lead paint . Beyond 15 metre but up to 30 metre span complete as per drawing and technical specification section 1900 including cost of temporary structure arangement for providing counter weight launching truss/nose and of higher charges of mechaniry , carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge .
Supplying ,fitting and placing HYSD bar reinforcement in super structure complete including cost of binding wire as per drawing and MORTH technical specification section 1600 and 2300 including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge .
Furnishing and placing Reinforcement/Prestressed cement concrete in Superstructure for deck slab and balanced cantilever as per drawing and MORTH Technical specifications. clause Section ,1600 and 2300 Using cncrete mixer. RCC/PSC grade M-35 ( M-thirty five) including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge including form work and staging in any hieght .
Furnishing and placing Reinforcement/Prestressed cement concrete in kerb and balanced cantilever as per drawing and MORTH Technical specifications. Section 1500,1600 and 2300 Using cncrete mixer. RCC/PSC grade M-30 ( M-thirty) including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge including form work and staging in any hieght .
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 MORTH technical specifications 1400 including carriage of material with in all leads , lifts and as per the direction of Engineer-in –charge .
Providing and laying Reinforced cement concrete grade M-30 approach slab including reinforcement and form work complete as per drawing and MORTH technical specifications clauses 2704 complete with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Providing and laying Drainage spouts complete as per drawing and MORTH technical specification clause 2705 complete with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Providing and laying cement concrete wearing coat M-30 grade including reinforcement and form work complete as per drawing and MORTH Technical specifications clause 2702 complete with in all leads and lifts and other incidentals and as per the direction of the Engineer-in Charge.
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, (seventy milimeter) complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) complete with in all leads and lifts and and MORTH technical specification clause 2607 and other incidentals and as per the direction of the Engineer-in Charge.
Vijay Kumar Sharma
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