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Reinstatement Charges For Laying 33/11 Kv Mapusa Sub Station (Mapusa Housing Board) To Siolim, Siolim, Oxel Marna For The Work Of Supply, Erection, Testing And Commissioning Of 11Kv 3 Core Xlpe Armoured Cable Of Size 300 Sqmm For Conversion Of Existing Ov, mapusa-Goa

Public Works Department-PWD has published Reinstatement Charges For Laying 33/11 Kv Mapusa Sub Station (Mapusa Housing Board) To Siolim, Siolim, Oxel Marna For The Work Of Supply, Erection, Testing And Commissioning Of 11Kv 3 Core Xlpe Armoured Cable Of Size 300 Sqmm For Conversion Of Existing Ov. Submission Date for this Tender is 09-08-2023. XLPE Cable Tenders in mapusa Goa. Bidders can get complete Tender details and download the document.




Tender Notice

38943499
Reinstatement Charges For Laying 33/11 Kv Mapusa Sub Station (Mapusa Housing Board) To Siolim, Siolim, Oxel Marna For The Work Of Supply, Erection, Testing And Commissioning Of 11Kv 3 Core Xlpe Armoured Cable Of Size 300 Sqmm For Conversion Of Existing Ov
Open Tender
Indian
Goa
mapusa
09-08-2023

Tender Details

Reinstatement Charges For Laying 33 / 11 Kv Mapusa Sub Station ( Mapusa Housing Board ) To Siolim, Siolim, Oxel Marna For The Work Of Supply, Erection, Testing And Commissioning Of 11Kv 3 Core Xlpe Armoured Cable Of Size 300 Sqmm For Conversion Of Existing Overhead 11 Kv Siolim Feeder To Underground Cable Under Sub Division Iii, Agarwada On Mdr 10 & Connecting Roads.

Key Value

Document Fees
INR 20000 /-
EMD
INR 1303782.0 /-
Tender Value
INR 6.51 Crore /-

BOQ Items

Name of Work:Reinstatement charges for laying 33/11 KV Mapusa Sub Station (Mapusa Housing Board) to Siolim, Siolim, Oxel Marna for the work of supply, erection, Testing and commissioning of 11KV 3 core XLPE armoured cable of size 300 Sqmm for conversion of existing overhead 11 KV Siolim Feeder to underground cable under Sub Division III, Agarwada on MDR 10 & connecting roads.
Sl. No. Item Description
1Earthwork in excavation of foundation of structures of culverts,abntments piers, retaining walls etc. as per drawing and technical specification, including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilising the remaning earth locally for road work upto 3.00 m depth as per MORTH Specification 304 EXCLUDING DEWATERING Ordinary soil Mechanical Means
2Transportationand Carriageof Materials. (A) By tipper truck including loading, unloading and stacking upto 5km. ( ii ) Earth upto 5 Km
3Construction of granular sub-base by providing coarse graded granitic or baslitic material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORTH Specification 401 (i) For Grading I Material
4Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.as per MORTH Specification 404 By Manual Means (a) Grade - I
5Grade - II
6Providing and applying primer coat with bitumen or bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as perMoRT&H specifications clause 502. Bitumen emulsion@0.60 kg/sq.m.
7Bituminous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per MORT& H Specifications,Fifth Editionii) for GradingII(19 mm nominal size)
8Bituminous Concrete (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, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) i)for Grading-I ( 13 mm nominal size )
9Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level uniform and free from streaks and holes as per MORTH Specification 803
10Add 1% labour cess on item no.6, 7
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