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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹4.8 L (3.12%)Admitted-Finance | ₹1.6 Cr+₹4.8 L (3.12%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MIR CONSTRUCTION L1 | SICONS KASHMIR L2 |
|---|---|---|---|---|---|
| 1.00Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant the gradation of aggregates shall be strictly as per IS 383, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with static roller to achieve the desired density. | |||||
| 1.10 | Base (WMM) | 3,073.63 | Cum | - | - |
| 1.20 | Profile Correction Course.(WMM) | 56.11 | Cum | - | - |
| 2.00 | Providing bituminous primer coat over granular surface with medium curing cutback complete as per Technical Specificationss Clause 502 @ 6kg/10 sq.m. | 13,400 | Sqm | - | - |
| 3.00Providing tack coat all complete as per Technical Specificationss Clause 503. of Morth. | |||||
| 3.10 | (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) | 26,800 | Sqm | - | - |
| 4.00 | Providing & laying Bituminious Macadam with 100-120 TPH Batch type HMP Producing an average output of 75 Tonns perHour using Crushed agregates of specified grading, premixed with Bituminious binder VG-20 at 4.0 To 4.5% by weight of total mix and filler, the gradation of aggregates shall be strictly as per IS 383,transporting the hot mix to work site, laying with hydro static Paver Finisher with Censor control to the required grade, level and alignment rolling with smooth wheeled vibratory and tandfem rollers to achieve the desired compaction. (As per clause 507 of Morth) | 670 | Cum | - | - |
| 5.00 | Providing and laying Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, @ 5.4 to 5.6 % of mix and filler the gradation of aggregates shall be strictly as per IS 383, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment including sealing the surface if required and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 402.05 | Cum | - | - |
| 6.00 | Constructing Hard Shoulder with Granular Sub-Base with Coarse Graded Material Grade-I, by spreading in uniform layers on prepared surface, and compacting with static roller to achieve the desired density, complete. | 1,498 | Cum | - | - |
| 7.00Supplying and fixing at site retro-reflectorised type sign boards/signs made of encapsulated lense type of reflective sheeting fixed over aluminum sheeting 2.0 mm thick complete including vertical pipes/ angles/ posts etc. all complete as per drawing and Technical Specification Clause 801.Morth | |||||
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
5 Sept 2020, 4:00 pmClosed
DGM Unit 5th JKPCC Ltd Anantnag
DGM Unit 5th JKPCC Ltd Anantnag
Up gradation of Halmullah Panchpora to Kralkutt Road by way of Macdamisation and Providing Road Furniture etc. (Length of Road 3.35 Km)
2020_PWDJK_102956_1
15/e-Tendering/DGM/5TH /ANG/
Open Tender
Civil Works
Item Rate
30 days
HALAMULA KRALKHOT
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
FC JKPCC Ltd A/c
₹3.6 L
Yes
ED JKPCC Ltd Office
14 Sept 2020
27 Aug 2020
7 Sept 2020
27 Aug 2020
5 Sept 2020
27 Aug 2020
31 Aug 2020
Amount
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant the gradation of aggregates shall be strictly as per IS 383, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with static roller to achieve the desired density.
Base (WMM)
Profile Correction Course.(WMM)
Providing bituminous primer coat over granular surface with medium curing cutback complete as per Technical Specificationss Clause 502 @ 6kg/10 sq.m.
Providing tack coat all complete as per Technical Specificationss Clause 503. of Morth.
(i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.)
Providing & laying Bituminious Macadam with 100-120 TPH Batch type HMP Producing an average output of 75 Tonns perHour using Crushed agregates of specified grading, premixed with Bituminious binder VG-20 at 4.0 To 4.5% by weight of total mix and filler, the gradation of aggregates shall be strictly as per IS 383,transporting the hot mix to work site, laying with hydro static Paver Finisher with Censor control to the required grade, level and alignment rolling with smooth wheeled vibratory and tandfem rollers to achieve the desired compaction. (As per clause 507 of Morth)
Providing and laying Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, @ 5.4 to 5.6 % of mix and filler the gradation of aggregates shall be strictly as per IS 383, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment including sealing the surface if required and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
Constructing Hard Shoulder with Granular Sub-Base with Coarse Graded Material Grade-I, by spreading in uniform layers on prepared surface, and compacting with static roller to achieve the desired density, complete.
Supplying and fixing at site retro-reflectorised type sign boards/signs made of encapsulated lense type of reflective sheeting fixed over aluminum sheeting 2.0 mm thick complete including vertical pipes/ angles/ posts etc. all complete as per drawing and Technical Specification Clause 801.Morth
(a) Informatory Signs, Facility Signs, Direction Signs, Advance Direction/ Destination Signs, Route Marker Signs etc.(Size 900 mm side).
Providing and applying two or more coats of paint to achieve desired uniform shade.
a) Outer line (Hot thermoplastic paint.)
b) Box Culvert Railings (Normal synthetic annemal paint.)
Providing and fixing reinforced cement concrete M-20 grade stones including excavation, foundation concrete and reinforcement inscription etc. all complete as per Technical Specificationss Section 800.Morth.
i) Ordinary Km. stone
SICONS KASHMIR
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