Construction Of Link Road From Airport Kurbathang To Khardong Shakulchay Pashkum
Tender Value
14.30 Crore
Estimated cost
Bid Submission
11 Oct 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
14300
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pashkum → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Link Road From Airport Kurbathang To Khardong Shakulchay Pashkum
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Sep-2022 | Date Extension | Date | 30-Sep-2022 |
| 2 | 29-Sep-2022 | Ext | Date | 11-Oct-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth Work Cutting:-Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30cm in depth ,1.5mtr in width as well as 10sqm on plan )incld disposal of excavated earth ,lead upto 50mtr and lift upto 1.50mtr disposed earth to be leveled and neatly dressed:- |
| 2 | All kinds of soil50 % |
| 3 | Ordinaryrock 40% |
| 4 | Hard Rock (By Blasting) 10% |
| 5 | Disposal of surplus earth by Mechnical transport of an avg. lead as per direction of site Engineer incharage. |
| 6 | Protection Work:- |
| 7 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 8 | All kinds of soil |
| 9 | Ordinaryrock |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)incld. all sort of carriage complete |
| 11 | centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attachedpilaster,buttressesplinth and string coarse ect |
| 12 | Stone/Earthfilling Avalible at site and carriage complete. |
| 13 | Providing and fixing weep hole minimium 100mm dia of PVC Pipe as per direction of site engineer. |
| 14 | Cross DrainageWork:- |
| 15 | Constt. Of 1x6Mtr Span Rcc CulvertSpecification:- Trench Cutting:- Different Kinds of SoilBed:- PCC M7.5 Grade with Crushed agg.Abutt:- RCC M10 Grade with Crushed Agg.Slab :- RCC M20 Grade with Crushed agg. And RCC Steeland Shuttering complete as directed by site Engineer in charge |
| 16 | Constt. Of 1x15Mtr Span CausewaySpecification:- Trench Cutting:- Different Kinds of SoilBed:- Soling stone pitching PCC M7.5 Grade with Crushed agg.Abutt:- RCC M10 Grade with Crushed Agg.Slab :- RCC M20 Grade with Crushed agg. And RCC Steeland Shuttering complete as directed by site Engineer in charge |
| 17 | Provoding and fixing Twolane Crash Barrier Metal beam(ISI)as per MoRTH Specification incld. M15 Grade PCC and all fixture complete. |
| 18 | Providing and laying of M.S.Pipe Various dia 6.4mm thick with a weight of 47.32kg/Rm and a length of 6m longfor cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RCspecifications code. |
| 19 | Pavement work:- |
| 20 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres |
| 21 | Providing, laying , sub base/ base/surface course (200mm thickn) with local materials (table 400.13) by mix in place method normal construction of granular sub base by providing with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408 using gravel mix soil (including loading unloading and haulage complete job) |
| 22 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 23 | Providiing and applying priming coat with bitumen emulsion SS-1 using emulsion distributor@1kg/sqm on the prepared granular surface cleaned with hydraulic broom, as per technical specification clause 502/503 incld. loading un-loading andhaulage of material ,T&P etc. &testing of materails for quality controlcomplete job) |
| 24 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor @2.5kg per10 sqm on the granular surface cleaned with hydraulic broom, as per technical specification clause 503 incld. loading un-loading andhaulage of material ,T&P etc. &testing of materails for quality controlcomplete job) |
| 25 | Providing and laying bituminous macadamwith plant 50mm thick compacted thickness in accordances with most specification to specified lines grade and cross section aggregate grading to max size of 35% 20mm,45% 10mm,fine agg,20% with binder content of the mix 3.95% by weight to total mix with confirming to Clause509. as per technical specificationincld. all cost and carriage of material involved T&Plabour , octories Taxes and testing chargeduring execution incld. cost of bitument and consolidation power road roller incld. 10% for surface corretion /pot hole /undulation complete. |
| 26 | Providing /Laying Semi dence bituminous concrete of 25mm thick over macadamized surface with specified size and grade crushed agg.as per MOST specification (Agg.12,5mm 15%,10mm 55%, Fine Agg 28%, cement 2%) Mixedwith binding @6% tar in hot mixed plant laid with paver finished with the required levels achieving the desireddensity consolidationswith power roller of 8 to 10 ton capacity including all types ofcarriage/haulage cost of tar ,T&P,labour,octories etc,involved and testing during excavation for quality control Incld. screen and rectficated of patch portion laying of SDB incld. consulated shulder filling. |
| 27 | Providing and laying seal coat type B using bitumen @0.68kg/sqmof road surface and sand @0.006cum/sqm of road surfaceconforming to technical specification clause 510/513. using Bitumen (S-90) incld. Carriage /haulage of mixand all materials.T&P Labour ,octories etc. involved and testing during excution for qualitycontrol complete job. |
| 28 | Side Drain:-Specification:- Trench cutting:- Differents Kinds of SoilBed :- Stone Patching and PCC M15 Grade with Crushed agg.Side:- PCC M15 grade with Crushed agg. And Shuttering as directed by site Engineer incharge |
| 29 | Painting road surface marking with Plastic Paints two or morecoats to give unifrom finish with ready mixed road marking paint conforming to IS:164, on bitumen surface in white / yellow shade as directed by site Engineer inchargeincld, cleaning the surface of all dirt, scales,oil grease and foregi materail etc complete. |
| 30 | P/Fixing of retor reflectedoried cautionary mandatory and in-fumitory sign as per IRC 67 made of encapsulated lenses typetentive sheeting wide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild stell angle iron posts 75 X 75mm, into 6mm finished to the ground by means of properly designed foundation with M15 grade cement concrete (450 X 450 X 60mm) 600mm below ground level drawing and technical specification as direct by Site Engineer in-Charage. |
| 31 | Providing and erecting direction and place indentification retroreflectories sign as per IRC 67 made of encapsulated lenses type reflective sheeting area not exceed 0.9 Sqm supported on a mild II steel single angle iron posts 75 X 75 X 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450X450X160mm below ground as pre approved drawing and technical specification clause 1701 |
| 32 | Kilometer stone reinforced cement concrete M15 grade Kilometer stone standard design as per IRC-8 fixing in position incld. Painting extra as per drawing and technical specification.Clause 1703 |
| 33 | 5th Kilometer Stone |
| 34 | ordinaryKm Stone |
| 35 | 200mtr stone Precast. |
| 36 | Providing and fixingInventaryBoard incld. Designing Painting , Printing |
AI Tender Summary
Tender Timeline
Sep 29, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 30, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 11, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 12, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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