Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹87,924.26 (0.80%)Admitted-Finance | ₹1.1 Cr+₹87,924.26 (0.80%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S GLOBAL INFRACON WET/HOT MIX PLANT L1 | J.K Engineering Construction Co. L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in All kinds of soil by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed: | 926.25 | Cum | - | - |
| 2.00 | Filling with available earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 em), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in -charge. | 555.75 | Cum | - | - |
| 3.00 | supply and filling of khak-bajree including spreading, leveling, loading ,unloading,watering and consolidation with heavy road roller (80-100) KN complete.including all carriages involed. | 884.8 | Cum | - | - |
| 4.00 | Laying water bound macadam with specified stone
aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (including cost of stone aggregate, screenings, kankar, moorum and red bajri etc. complete Base course with 90 mm to 45 mm size including stone screenings 11.2 mm size.finished work to be measured. | 965.25 | Cum | - | - |
| 5.00 | WMM: Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification incluidng premixing the material with water at OMC in mechanical mixer ( Pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base /base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting barricading and mantinance of diversion, etc as per tables 400.11 & 400.12 and technical sepecification Clause 406 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 | 965.24 | Cum | - | - |
| 6.00 | Prime coat : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of raod surface and spraying primer @ 0.70-1.0 Kg/Sqm using mechancial means as per technical specifications clasue 502 ( Low Porsity ) including cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloaidng and octori ( Finished work to be measured ( complete job) | 6,902 | Sqm | - | - |
| 7.00 | Providing and applying tack coat with bitumen emulsion ( RS-1) using emulsion distributor at @ 0.20 to 0.25 Kg/sqm on the prepared granular surface trated with primer and cleaned with hydraulic broom as per technical specification clause 503 ncluding cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloaidng and octori Finished work to be measured ( complete job) | 6,902 | Sqm | - | - |
| 8.00 | Providing and laying premix bituminous macadam base-course with stone aggregate of quality, size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed "material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density finished work to be measured. | 345.12 | cum | - | - |
| 9.00 | Providing and laying 25mm. thick, dense bituminous
concrete surfacing With Bitumen 80/100 course using mineral Quarry aggregate satisfying the gradation set out in the specifications with 6% binder content (By weight of total mix) with the aid of hot mix plant and paver finisher incJuding rolling with road roller to achieve the required compaction and density.finished work to be measured. | 6,902 | Sqm | - | - |
| 10.00 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregateper 100 sqm of road surface including rolling and finishing with road all complete.finished work to be measured. | 6,902 | Sqm | - | - |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
18 Aug 2020, 4:00 pmClosed
DGM Unit 3rd JKPCC Ltd Srinagar
DGM Unit 3rd JKPCC Ltd Srinagar
Construction of Approach Road of Yachhama Bridge at Kangan by way of G-I, WMM, 50mm macadam and 25mm semi dense
2020_PWDJK_101960_1
15/E-Tendering/DGM/3rd/Sgr
Open Tender
Civil Works
Item Rate
30 days
Kangan
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
Yes
FC JKPCC Ltd A/c
₹2.3 L
Yes
9 Sept 2020
10 Aug 2020
19 Aug 2020
10 Aug 2020
18 Aug 2020
10 Aug 2020
Amount
Earth work in excavation in All kinds of soil by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.50 m, disposed earth to be levelled and neatly dressed:
Filling with available earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 em), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in -charge.
supply and filling of khak-bajree including spreading, leveling, loading ,unloading,watering and consolidation with heavy road roller (80-100) KN complete.including all carriages involed.
Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (including cost of stone aggregate, screenings, kankar, moorum and red bajri etc. complete Base course with 90 mm to 45 mm size including stone screenings 11.2 mm size.finished work to be measured.
WMM: Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification incluidng premixing the material with water at OMC in mechanical mixer ( Pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base /base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting barricading and mantinance of diversion, etc as per tables 400.11 & 400.12 and technical sepecification Clause 406 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
Prime coat : Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of raod surface and spraying primer @ 0.70-1.0 Kg/Sqm using mechancial means as per technical specifications clasue 502 ( Low Porsity ) including cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloaidng and octori ( Finished work to be measured ( complete job)
Providing and applying tack coat with bitumen emulsion ( RS-1) using emulsion distributor at @ 0.20 to 0.25 Kg/sqm on the prepared granular surface trated with primer and cleaned with hydraulic broom as per technical specification clause 503 ncluding cost and carriage of all materials from approved source to site of work with all leads, lifts, loading, unloaidng and octori Finished work to be measured ( complete job)
Providing and laying premix bituminous macadam base-course with stone aggregate of quality, size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed "material and laying mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density finished work to be measured.
Providing and laying 25mm. thick, dense bituminous concrete surfacing With Bitumen 80/100 course using mineral Quarry aggregate satisfying the gradation set out in the specifications with 6% binder content (By weight of total mix) with the aid of hot mix plant and paver finisher incJuding rolling with road roller to achieve the required compaction and density.finished work to be measured.
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60 cum of fine aggregateper 100 sqm of road surface including rolling and finishing with road all complete.finished work to be measured.
Note: Quantities may vary by + - 25% and concerned Manage shall be responsible for quantity exeuction and specifications to be followed.
The bidder shall quote his rate including all sorts of carriages, loading, unloading, dumping and head load complete upto site of work.
J.K Engineering Construction Co.
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.50 MB
BOQ_194078.xls
BOQ • 0.32 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .