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Tender For Improvement And Beautification Of Pond Near Water Resource Office At Milan Sangha Under Amc., West Tripura-Tripura

Agartala Municipality Corporation has published Tender For Improvement And Beautification Of Pond Near Water Resource Office At Milan Sangha Under Amc.. Submission Date for this Tender is 02-12-2022. Lake Development Tenders in West Tripura Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

34883252
Tender For Improvement And Beautification Of Pond Near Water Resource Office At Milan Sangha Under Amc.
Open Tender
Indian
Tripura
West Tripura
02-12-2022

Tender Details

Improvement And Beautification Of Pond Near Water Resource Office At Milan Sangha Under Amc.

Key Value

Document Fees
INR 2500 /-
EMD
INR 149856.0 /-
Tender Value
INR 74.92 Lakhs /-

BOQ Items

Name of Work: Improvement and beautification of pond near Water Rsource Office at Milan Sangha Under,AMC.
Sl. No. Item Description
1Earth work in excavation by machanical means (Hydraulic excavator)/manual means in foundation trenchs or drains (not exceeding 1.5 m in width or sides and rammingof bottoms,lift upto 1.5m including getting out the excavator soil and disposal of surplus excavator soil as directed within a lead of 50m.All kind of soil.
2Earth work in excavation by machanical means (Hydraulic excavator)/manual means over area (exceeding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 m and llift upto 1.5 m disposed earth to be levelled and neatly dressed,All kind of soil.
3Filling ailable excavated earth (excluding rock) in trenches plinth sides of foundation etc. in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering lead up to 50 m and lift upto 1.5m All kind of soil.
4Carriage of excavated earth by mechanical transport including loading & unloading lead upto 5KM.
5Supplying and filling in plinth under floor foundation etc. with sand (fine) from local quarry witl all lifts including spereading horizontal layers waterin f, grading to requaired slop, ramming consolidating and compacting each layer by using plate compactor by any sitable method complate.
6Providing and laying in position cement concrete of specified grade excluding the costof centering shuttering - All workupto plinth level 1:3:6(1 cement:3fine sand:6 graded well burnt brick aggregate 20 mm nominal size.)
7Providingand laying dry flat brick flooring in required pattern complete
8Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 1:2:4 ( 1 Cement: 2 fine sand :4 graded stone aggregate 20 mm nominal size)
9Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level: 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
10First class brick work in foundation and plinth including cost of all metarial as required complete In cement mortar 1:4(1cement:4 fine sand)
11Half brick masonry work with first class brick work in foundation and plinth including cost of all metarial as required complete In cement mortar 1:4(1cement:4 fine sand)
1212 mmcement plaster of mix In cement mortar 1:4(1cement:4 fine sand)
13Neat cement Punning
14Pumping out water caused by springs tidal or river seepage broken water main or drain and the like
15Centering shuttering including struttings, propping etc. and removal of form work for:Foundations, footings, bases for columns etc. for mass concrete with timber plank
16Centering shuttering including struttings, propping etc. and removal of form work for:Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank
17Centering shuttering including struttings, propping etc. and removal of form work for:Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank
18Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform with12 mm thick shuttering ply
19Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishingm and reinforcement- 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
20Steel work welded ini built up section /framed work in cutting ,hoisting ,fixing in position in appling a priming coat of approved steel primer using steel etc. complete as required- in grating, frames, guard bar, railling,brackets,gates and similar works, allcompleted
21Reinforcement for RCC work including straightening cutting bending placeing in position and binding all complete in upto plinth level thermo-mechanicaly treated bar ofgrade Fe-500D or more
22Reinforcement cement concrete work in walls (any thickness) including attached pilasters buttresses plinth and skirting courses filletscolumns pillars piers abuutment post and struts etc. upto floor five level excluding cost of centering shuttering finishing and reinforcement in plinth and skirting courses fillets columns pillars post and struts 1:1.5:3(1 cemenr :1.5 fine sand:3 graded stone aggregate 20 mm nominal size)
23Finishing walls with acrylic smooth exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
24Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work
25Furnishing and laying of the live sods of perennial turf forming grass on embankment slope verges or other location shown on the drawing or as directed by the Engineer including preparation of ground fetching of sods and watering a per MoRT & H technical specification clauses of section 300.
26Providing & lowering of PVC pipes as per ASTM-D 1785 after washering of the bore hole by drilling rig as per specification and direction of the Engineer-in-charge 300 mm dia
27Providng fixing in 25 mm thick pre prepolished coloured concrete designer tiles mamking by strong vibratory compaction technology using 50% white cement and 50% ordinary cement of size 300 mm x300mm laid in footpath & courtyard on 20mm thick bed of cement mortar 1:4 (1cement :4 fine sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete as per directio ofhte Engineer-in-charge.
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