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Tender For Recall Mw Srp Lower Fort At Aguada Comprehensive Conservation Work, aguada-Goa

Archaeological Survey Of India -ASI has published Tender For Recall Mw Srp Lower Fort At Aguada Comprehensive Conservation Work. Submission Date for this Tender is 21-12-2022. Coats and Jackets Tenders in aguada Goa. Bidders can get complete Tender details and download the document.




Tender Notice

35171258
Tender For Recall Mw Srp Lower Fort At Aguada Comprehensive Conservation Work
Open Tender
Indian
Goa
aguada
21-12-2022

Tender Details

Tender For Recall Mw Srp Lower Fort At Aguada Comprehensive Conservation Work - Erecting The Temporary Safety Covers ( Using Gi Sheet ) To Prevent Entry Of Visitors At The Work Site To A Height Of 2.5 Mtr. All Along The Road Side And Parking Area. As Directed By The Work I / C In Site. 2 Removing The Vegetation Grown On The Fortification Wall All Along The Road Including Disposing The Vegetation Away From The Site, Loading, Unloading, Transportation, Etc Complete. As Directed By The Work I / C In Site. 3 Cutting Down The Trees Of Girth Upto 30 Cm Measured At A Height Of 10M Above Ground Level Including Cutting Of Branches, Removing Of The Roots And Stacking Serviceable Material And Disposal Of Unserviceable Material Beyond The Monument. As Directed By The Work I / C In Site. 4 De-Watering The Water From The Moat Area ( As And When Required ) By Hiring 21 Hp Motor Pump Including Fuel And Other Accessories, Etc. Complete. As Directed By The Work I / C In Site. 5 Clearance Of Fallen Debris From The Moat, Backfill Including Lift To A Height Of 8.00 Mtrs Including Disposal To A Distance Of 10 Km Away From The Municipal Limit, Etc. Complete. As Directed By The Work I / C In Site. 6 Earthwork In Excavation In Laterite Soil For The Foundation Including Stacking Of Soil For The Backfilling, Levelling, Etc Complete. As Directed By The Work I / C In Site. 7 Providing And Laying Laterite Rubble Soling To A Depth Of 0.40M Including Sand Filling, Ramming, Consolidating, Watering, Carrying Materials To The Moat, Etc Complete. As Directed By The Work I / C In Site. 8 Providing And Laying Lime Concrete In 1:2:4 In Foundation Including Carrying Materials, Mixing, Compacting Curing, Etc Complete. As Directed By The Work I / C In Site. 9 Construction Of Laterite Stone Masonry ( Fortification Wall ) In Lime Mortar ( 1:1:1 ) Upto 3 Mtr Height From Working Level As Per Original Evidence Including Pointing The Joints, Providing Weep Holes At Regular Intervals, Erection Of Scaffolding, Carrying, Lifting Materials Etc. Complete. As Directed By The Work I / C In Site. 10 Construction Of Laterite Stone Masonry ( Fortification Wall ) In Lime Mortar ( 1:1:1 ) Above 3 Mtr Height From ( Ground Level ) Moat Area Upto Top Of Fort Wall As Per Original Evidence Including Pointing The Joints, Providing Weep Holes At Regular Intervals, Erection Of Scaffolding, Carrying, Lifting Materials Etc Complete. As Directed By The Work I / C In Site. 11 Back Filling The Fortification Wall As Per Site Condition With 30% Dry Laterite Rubble, 30% New Earth And 40% Available Earth And Rubble Including Ramming, Compacting, In Layers, Watering, Etc Complete. As Directed By The Work I / C In Site. 12 Pointing In Lime Mortar 1:1:1 To The Laterite Stone Masonry Including Raking The Joints, Cleaning The Surface, Pointing, Matching Color With The Stone, Curing, Etc Complete. As Directed By The Work I / C In Site. 13 Supplying And Fixing The Visitor Bench Made By Using Dressed Sand Stone Slabs – The Main Seating Stone Slab Size: 1.50 X 0.55M ( 0.10 M Thick ) With Chamfered Edges Along The Length Side Rested On Two Vertical Sand Stone Block Members Of Size: 0.15 X 0.45 X 0.60M Which Are Embedded In Cc Below The Ground Level Including All Charges Such As Dressing, Lifting, Transportation, Loading, Unloading, Fixing At Site At Appropriate Locations, Etc Complete. [ As Per The Drawing ] As Directed By The Work I / C In Site. 14 Fixing G.I. Railing On Moat Wall By Using 4” G.I. Pipe Alround Horizontally 3M In Length And Vertically 1.10M In Height With 0.30M Inserted In Masonry With Suitable Hold Fast On Either Side And With Two 4” G.I. Long Bends On Either Top Corners. M.S. Flat 5Cm And 6Mm Thick Is Welded At The Bottom Of The Railing 5Cm Above Ground Level And 20 Mm M.S. Square Rod Welded 14Cm C / C Between Two Vertical 4” G.I. Pipe Including Cutting, Welding, Making Hole In Masonry, Concreting, Painting With One Coat Of Metal Primer And Two Coat Of Synthetic Enamel Paint, Etc. Complete. As Directed By The Work I / C In Site.

Key Value

Document Fees
Refer document
EMD
INR 948157.0 /-
Tender Value
INR 3.79 Crore /-

BOQ Items

Name of Work: Recall -MW SRP Lower Fort at Aguada (Comprehensive Conservation work).
Sl. No. Item Description
1Erecting the temporary safety covers (using GI sheet) to prevent entry of visitors at the work site to a height of 2.5 mtr. all along the road side and parking area. As directed by the work I/c in site.
2Removing the vegetation grown on the fortification wall all along the road including disposing the vegetation away from the site, loading, unloading, transportation, etc complete. As directed by the work I/c in site.
3Cutting down the trees of girth upto 30 cm measured at a height of 10m above ground level including cutting of branches, removing of the roots and stacking serviceable material and disposal of unserviceable material beyond the monument. As directed by the work I/c in site.
4De-watering the water from the moat area (as and when required) by hiring 21 HP motor pump including fuel and other accessories, etc. complete. As directed by the work I/c in site.
5Clearance of fallen debris from the moat, backfill including lift to a height of 8.00 mtrs including disposal to a distance of 10 km away from the municipal limit, etc. complete. As directed by the work I/c in site.
6Earthwork in excavation in laterite soil for the foundation including stacking of soil for the backfilling, levelling, etc complete. As directed by the work I/c in site.
7Providing and laying laterite rubble soling to a depth of 0.40m including sand filling, ramming, consolidating, watering, carrying materials to the moat, etc complete. As directed by the work I/c in site.
8Providing and laying lime concrete in 1:2:4 in foundation including carrying materials, mixing, compacting curing, etc complete. As directed by the work I/c in site.
9Construction of laterite stone masonry(fortification wall) in Lime mortar (1:1:1) upto 3 mtr height from working level as per original evidence including pointing the joints, providing weep holes at regular intervals, erection of scaffolding, carrying, lifting materials etc. complete. As directed by the work I/c in site.
10Construction of laterite stone masonry (fortification wall) in lime mortar (1:1:1) above 3 mtr height from (ground level) moat area upto top of fort wall as per original evidence including pointing the joints, providing weep holes at regular intervals, erection of scaffolding, carrying, lifting materials etc complete. As directed by the work I/c in site.
11Back filling the fortification wall as per site condition with 30% dry laterite rubble, 30% new earth and 40% available earth and rubble including ramming, compacting, in layers, watering, etc complete. As directed by the work I/c in site.
12Pointing in lime mortar 1:1:1 to the laterite stone masonry including raking the joints, cleaning the surface, pointing, matching color with the stone, curing, etc complete. As directed by the work I/c in site.
13Supplying and fixing the visitor bench made by using dressed sand stone slabs – the main seating stone slab size: 1.50 x 0.55m (0.10 m thick) with chamfered edges along the length side rested on two vertical sand stone block members of size: 0.15 x 0.45 x 0.60m which are embedded in CC below the ground level including all charges such as dressing, lifting, transportation, loading, unloading, fixing at site at appropriate locations, etc complete. [as per the drawing] As directed by the work I/c in site.
14Fixing G.I. railing on moat wall by using 4” G.I. pipe alround horizontally 3m in length and vertically 1.10m in height with 0.30m inserted in masonry with suitable hold fast on either side and with two 4” G.I. long bends on either top corners. M.S. flat 5cm and 6mm thick is welded at the bottom of the railing 5cm above ground level and 20 mm M.S. square rod welded 14cm c/c between two vertical 4” G.I. pipe including cutting, welding, making hole in masonry, concreting, painting with one coat of metal primer and two coat of synthetic enamel paint, etc. complete. As directed by the work I/c in site.
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