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Construction Of Boundary Wall , Gate With Security Posts And Protection Wall And Land Development At Paschim Jalefa , Sabroom For Setting Up A Special Economic Zone ( Sez ) . , Sabroom-Tripura

Tripura Industrial Development Corporation Limited-TIDCL has published Construction Of Boundary Wall , Gate With Security Posts And Protection Wall And Land Development At Paschim Jalefa , Sabroom For Setting Up A Special Economic Zone ( Sez ) . . Submission Date for this Tender is 05-05-2020. Land Development Tenders in Sabroom Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

24034241
Corrigendum : Construction Of Boundary Wall , Gate With Security Posts And Protection Wall And Land Development At Paschim Jalefa , Sabroom For Setting Up A Special Economic Zone ( Sez ) .
Open Tender
Indian
Tripura
Sabroom
05-05-2020

Tender Details

Construction Of Boundary Wall , Gate With Security Posts And Protection Wall And Land Development At Paschim Jalefa , Sabroom For Setting Up A Special Economic Zone ( Sez ) .

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 15-Apr-2020 Date Corrigendum Date 05-05-2020

Key Value

Document Fees
INR 10000 /-
EMD
INR 393354.0 /-
Tender Value
INR 3.93 Crore /-

BOQ Items

Name of Work: Construction of Boundary Wall, Gate with Security Posts and Protection Wall and Land Development at Paschim Jalefa, Sabroom for setting up a Special Economic Zone (SEZ).
Sl. No. Item Description Item Code / Make Quantity Units
1 1.1 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. BI01010001010000000000000515BI0100001112 121410 Sqm
2 1.2 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. \n -All kinds of soil. BI01010001010000000000000515BI0100001113 1171.64 cum
3 1.3 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. \n -All kinds of soil BI01010001010000000000000515BI0100001114 781.09 cum
4 1.4 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 required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. BI01010001010000000000000515BI0100001115 168.27 cum
5 1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –all work up to plinth level. BI01010001010000000000000515BI0100001116
6 1.51 i) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001117 124.18 cum
7 1.6 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work upto plinth level: BI01010001010000000000000515BI0100001118
8 1.61 i)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001119 363.33 cum
9 1.7 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- BI01010001010000000000000515BI0100001120
10 1.71 (i) In plinth and skirting courses, fillets, columns, pillars, posts and struts \n - 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001121 211.2 cum
11 1.8 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement- BI01010001010000000000000515BI0100001122
12 1.81 (i) A) In wall (any thickness), including attached pilasters, buttresses, piers, abutments etc. \n - 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001123 84.86 cum
13 1.9 Reinforced 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, finishing and reinforcement. BI01010001010000000000000515BI0100001124
14 1.91 (i) RCC work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase. \n -1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001125 345.16 cum
15 2.1 Reinforced 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, finishing and reinforcement BI01010001010000000000000515BI0100001126
16 2.11 (i) RCC work in suspended floors, roofs having slope upto 15° landings, balconies, shelves and chajjas.\n - 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size). BI01010001010000000000000515BI0100001127 2.25 cum
17 2.2 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level. BI01010001010000000000000515BI0100001128
18 2.21 i) TMT bar. BI01010001010000000000000515BI0100001129 140952 kg
19 2.3 Centering shuttering including strutting, propping etc. and removal of form work for: BI01010001010000000000000515BI0100001130
20 2.31 (i) Foundations, footings, bases for columns etc. for mass concrete with timber plank. BI01010001010000000000000515BI0100001131 2941.58 sqm
21 2.32 (ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply. BI01010001010000000000000515BI0100001132 3435.6 sqm
22 2.33 (iii) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply. BI01010001010000000000000515BI0100001133 3310.4 sqm
23 2.34 (iv) Suspended floors, roofs, landings, balconies and access platform with timber planks. BI01010001010000000000000515BI0100001134 18 sqm
24 2.35 (v) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply. BI01010001010000000000000515BI0100001135 720 Sqm
25 2.4 Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- BI01010001010000000000000515BI0100001136
26 2.41 i)In cement mortar 1:4 ( 1 cement : 4 fine sand ). BI01010001010000000000000515BI0100001137 7104 sqm
27 2.5 First class brick work in foundation and plinth including cost of all materials as required complete: BI01010001010000000000000515BI0100001138
28 2.51 i) In cement mortar 1:6 ( 1 cement : 6 fine sand). BI01010001010000000000000515BI0100001139 9.33 cum
29 2.6 15 mm cement plaster on the rough side of single or half brick wall of mix: BI01010001010000000000000515BI0100001140
30 2.61 i)In cement mortar 1 : 4 ( 1 cement : 4 fine sand ). BI01010001010000000000000515BI0100001141 8160 sqm
31 2.7 12 mm cement plaster of mix. BI01010001010000000000000515BI0100001142
32 2.71 i) In cement mortar In cement mortar 1 : 4 ( 1 cement : 4 fine sand ). BI01010001010000000000000515BI0100001143 8336 sqm
33 2.8 Neat cement punning. BI01010001010000000000000515BI0100001144 15.36 sqm
34 2.9 Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. BI01010001010000000000000515BI0100001145 3500 kg
35 3.1 Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. BI01010001010000000000000515BI0100001146 4593.37 kg
36 3.2 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets 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. BI01010001010000000000000515BI0100001147
37 3.21 i) Using flats 30x6mm for diagonal braces and central cross piece. BI01010001010000000000000515BI0100001148 10.68 Sqm
38 3.3 Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required. BI01010001010000000000000515BI0100001149
39 3.31 i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. BI01010001010000000000000515BI0100001150 2300 kg
40 3.4 Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 1.43 litre/10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] BI01010001010000000000000515BI0100001151 116 sqm
41 3.5 Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] BI01010001010000000000000515BI0100001152 320 sqm
42 3.6 Finishing walls with water proofing cement paint of required shade of approved brand and manufacture on new work ( two or more coats applied @ 3.84 kg/10 sqm) complete. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] BI01010001010000000000000515BI0100001153 16320 Sqm
43 3.7 Providing and fitting fixing 0.60m meter high M.S Barbed wire (12x12) Gauge thick provided with 6 horizontal line fencing fixed with 50x50x6mm MS equal angle provided over RCC post Placed every 2.50m center to center apart embedded complete and as per direction by the engineer in charge . (Cost of 50x50x6mm MS equal angle and RCC post to be paid separately) BI01010001010000000000000515BI0100001154 3400 Mtr
44 3.8 Construction of Embankment with Materials obtained from Borrow pits.\n\nConstruction of Embankment with approved materials obtained from Borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per MoRT&H Technical specification clause of section 300. BI01010001010000000000000515BI0100001155 30716.7 cum
45 3.9 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.\n - All kinds of soil. BI01010001010000000000000515BI0100001156 8741.52 cum
46 4.1 Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. Complete. BI01010001010000000000000515BI0100001157 15.12 Sqm
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