}

Construction Of Entrance Gate And Approach Road For Floating Jetty At Srimantapur International River Port , Sonamura During The Year 2020-2021 ., SONAMURA-Tripura

Public Works Department-PWD has published Construction Of Entrance Gate And Approach Road For Floating Jetty At Srimantapur International River Port , Sonamura During The Year 2020-2021 .. Submission Date for this Tender is 10-07-2020. Road Work Tenders in SONAMURA Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

24714368
Corrigendum : Construction Of Entrance Gate And Approach Road For Floating Jetty At Srimantapur International River Port , Sonamura During The Year 2020-2021 .
Open Tender
Indian
Tripura
SONAMURA
10-07-2020

Tender Details

Construction Of Entrance Gate And Approach Road For Floating Jetty At Srimantapur International River Port , Sonamura During The Year 2020-2021 .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 04-Jul-2020 Correction in DNIeT No 20/EE/SNM/PWD/2020-21. Other 10-07-2020

Key Value

Document Fees
INR 1000 /-
EMD
INR 24261.0 /-
Tender Value
INR 24.26 Lakhs /-

BOQ Items

Name of Work: -Costruction of Entrance Gate and approach road for floating Jetty at Srimantapur International River Port ,Sonamura.during the year 2020-2021.Dnit:-20/EE/SNM/PWD/2020-2021.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in\ndepth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.\n-All kinds of soil BI01010001010000000000000515BI0100001113 204.25 cum
2 2 2 earth(excluding rock) in trenches, pinth, sides of foundations etc. in layers not exceeding 20 cm in depth :\nconsolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. BI01010001010000000000000515BI0100001114 136.17 cum
3 3 Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to\nrequired slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. BI01010001010000000000000515BI0100001115 59.598 cum
4 4 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -\n-All work upto plinth level 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone\naggregate 40 mm nominal size) BI01010001010000000000000515BI0100001117 6.277 cum
5 5 Providing and laying in position specified rade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-\n-All work upto plinth level:\n 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001118 27.048 cum
6 6 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,\nstaircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-\n1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001120 18.496 cum
7 7 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically more BI01010001010000000000000515BI0100001121 3516.24 kg
8 8 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all\ncomplete above plinth level.\nThermo-Mechanically more BI01010001010000000000000515BI0100001122 2404.48 kg
9 9.1 Centering shuttering including struttings, propping etc.and removal of form work for:Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply\n\nI) Foundations, footings, bases for columns etc. for mass concrete with steel formwork BI01010001010000000000000515BI0100001123 61.04 sqm
10 9.2 Centering shuttering including struttings, propping etc.and removal of form work for:Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply\n\nII) Suspended floors, roofs, landings, balconies and access platform with timber planks BI01010001010000000000000515BI0100001124 103.7 sqm
11 10 14 mm thick Granite of any colour and shade duly\napproved:-\nArea of slab over 0.50 sqm. BI01010001010000000000000515BI0100001125 85.694 sqm
12 11 Providing and fixing Vitrified chequered floor tiles 300 x 300 mm or more, (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 4457-2007, of approved brand & manufacturer, laid in footpath & courtyard, over 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) including grouting of joints (Payment for grouting of\njoints to be made separately) BI01010001010000000000000515BI0100001127 198 sqm
13 12 Providing and laying flooring laid over cement concrete bedding complete as per drawing and MoRD technical specification Clause 1303. Cement concrete blocks cast in situ grade M15 (size 400 mm x 400 mm x 150 mm) over cement concrete (with M10) bedding of 150 mm thick BI01010001010000000000000515BI0100001128 150 sqm
14 13 Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal shutter of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement ,stopper, locking hold fast including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. BI01010001010000000000000515BI0100001129 38.5 sqm
15 14 Lettering with black Japan paint of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacture BI01010001010000000000000515BI0100001130 3000 per letter per cm height
16 15 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture BI01010001010000000000000515BI0100001131 80.64 sqm
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