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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.1 Cr+₹31.3 L (8.17%)Admitted-Finance | ₹4.1 Cr+₹31.3 L (8.17%) | L2 | Admitted-Finance |
| 3 | L3₹4.2 Cr+₹37.6 L (9.82%)Admitted-Finance | ₹4.2 Cr+₹37.6 L (9.82%) | L3 | Admitted-Finance |
| 4 | L4₹4.3 Cr+₹48.9 L (12.8%)Admitted-Finance | ₹4.3 Cr+₹48.9 L (12.8%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S N S ROAD CONSTRUCTION CO L1 | M/S SHAN CONSTRUCTIONS HOT MIX PLANT L2 | Sharp Construction Co. L3 | GRG Infracon Private Limited L4 |
|---|---|---|---|---|---|---|---|
| 1.00PART A: EARTHWORK | |||||||
| 2.00 | 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 | 1,978.75 | Cum | - | - | - | - |
| 3.00PART B: PAVEMENT | |||||||
| 4.00 | Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. (Mechanical Means) | 35,750 | Sqm | - | - | - | - |
| 5.00 | Providing,Laying, spreading of Nallah Mukh/RBM with nearest source including watering and compacting to the required densityby mechanical means.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete job .) | 306 | Cum | - | - | - | - |
| 6.00 | Wet Mix Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to wet mix macadam specification including premixing the material with water at OMC in mechanical (pug millcarriage of mixed material by tipper to site, laying in uniform layers in sub /base course on well prepared sub base and compacting with smooth wheel roller of 80 to 100 kn weight to acheive the desired density including lighting barricading and maintaince of diversion etc as per table 400.11and 400.12 and technical specifications clause 406.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete) | 2,952.5 | Cum | - | - | - | - |
| 7.00 | Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (Low Porosity)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete) | 39,425 | Sqm | - | - | - | - |
| 8.00 | Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete) | 39,425 | Sqm | - | - | - | - |
| 9.00 | Bituminous Macadam : Providing and laying bituminous macadam 50 mm thick with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete) | 1,974 | cum | - | - | - | - |
| 10.00 | 20mm thick OGPC: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.(By Mechanical Means)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete) | 39,425 | Sqm | - | - | - | - |
Tender Value
₹4.8 Cr
EMD Value
₹9.7 L
Closing Date
27 Jan 2020, 4:30 pmClosed
Superintending Engineer PMGSY (JKRRDA) Circle Sgr
Engineering Complex Block C, Rajbagh Srinagar 190008
Upgradation and Maintenance of road T05-Qamarwari Takenwaripora, Stage-U, Length 7.0Kms, Carriageway 5.5m, PMGSY-II, Package No. JK13-2004
2019_KSRRD_86673_1
JK132004
Open Tender
CIVIL
Item Rate
365 days
Ganderbal
Please refer Tender documents.
18 documents required · 18 mandatory
₹10,000
Accounts Officer PMGSY Kashmir
₹9.7 L
Superintending Engineer PMGSY (JKRRDA) Circle Sgr
13 Feb 2020
26 Dec 2019
28 Jan 2020
26 Dec 2019
27 Jan 2020
26 Dec 2019
18 Jan 2020
Amount
PART A: EARTHWORK
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
PART B: PAVEMENT
Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. (Mechanical Means)
Providing,Laying, spreading of Nallah Mukh/RBM with nearest source including watering and compacting to the required densityby mechanical means.including cost and carriage of all materials from approved source to site of work,with all leads, lifts, loading unloading and octori.(Finished work to be measured, complete job .)
Wet Mix Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to wet mix macadam specification including premixing the material with water at OMC in mechanical (pug millcarriage of mixed material by tipper to site, laying in uniform layers in sub /base course on well prepared sub base and compacting with smooth wheel roller of 80 to 100 kn weight to acheive the desired density including lighting barricading and maintaince of diversion etc as per table 400.11and 400.12 and technical specifications clause 406.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (Low Porosity)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Tack Coat: Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Bituminous Macadam : Providing and laying bituminous macadam 50 mm thick with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
20mm thick OGPC: Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.(By Mechanical Means)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Seal Coat: 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 (By Mechanical Means)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured Complete)
Khak Bajri Shoulders :- Construction of subgrade and shoulders with material got obtained fromBarrowpitswith all lifts and leads , transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000m as per technical specifications clause 303.1.including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART C: RETAINING WALL 2M HEIGHT
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and back filling in trenches with excated suitable material(ordinary soil up to 3 mt depth)
Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
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 M-10 Nominal mix 1:3:6)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
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 M 15 Nominal mix (1:2.5:5)}including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART D: EDGE WALL 1M HEIGHT
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and back filling in trenches with excated suitable material(ordinary soil up to 3 mt depth)
Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
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 M-10 Nominal mix 1:3:6)including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
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 M 15 Nominal mix (1:2.5:5)}including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART E: PCC DRAIN
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material. (with a lift of 3 Mtrs)
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 M-10 Nominal mix 1:3:6) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
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 M 15 Nominal mix (1:2.5:5)} including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
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 M 20, Nominal mix (1:2:4)] including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART F: 500MM DIA PIPE CROSS DRAINAGE
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material.(Ordinary soil upto 3m depth)
Type B (First Class) Bedding, Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Polygonal Random Rubble massonary,uncoursed brought to course in cement sand mortar 1:5 with quarry stone in foundation and plinth incl cost of bond stones and levelling up at specified levels with M15(stone aggregate 20 mm size) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
Providing and laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.(500 mm dia) including loading, unloading, haulages,octroi charges and royality complete.(finished work to be measured complete)
PART G: ROAD FURNITURE
Providing and fixing of typical PMGSY Informatory Sign Board with logo as per MORD specification and , as per drawing Clause 1701 and annexure 1700.1. (Fig No.2 ).with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Providing and fixing of Citizen Information Board as per drawing and detail of PMGSY (Fig 3 "A") with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Providing and Fixing of PMGSY Logo Board (at 2 Kms /Logo Board) as per drawing and details of PMGSY (Fig: 5 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Construction of Reference Pillars as per figure 1600.1(b) as per Drawings and Technical specification clause 1602.1 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Reinforced cement concrete M-15 grade Kilometer Stones / 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. (Ordinary Kilometer stone: precast) with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Construction of Back Pillars as per figure 1600.1(c) as per Drawings and Technical specification clause 1602.3 with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Providing and fixing of Mandatory / Cautionary / Informatory Sign Boards to be fixed at different locations as per drawing annexed.with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Providing and fixing of 200 mt Stones.with all leads, lifts, loading unloading handling , Re-handling and octori.(Finished work to be measured, complete .)
Maintenance Cost of 1st year
Maintenance Cost of 2nd year
Maintenance Cost of 3rd year
Maintenance Cost of 4th year
Maintenance Cost of 5th year
The Contractor has to quote the rates for Construction part without GST and GST @12% shall be added at the time of Allotment.
M/S SHAN CONSTRUCTIONS HOT MIX PLANT
Sharp Construction Co.
GRG Infracon Private Limited
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