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Tender For Construction Of Damaged Outer Periphery Wall And Protection Wall At District Jail Kishtwar ( C No. 01), kishtwar-Jammu And Kashmir

Jammu And Kashmir Police Housing Corporation has published Tender For Construction Of Damaged Outer Periphery Wall And Protection Wall At District Jail Kishtwar ( C No. 01). Submission Date for this Tender is 08-05-2024. Wall construction Tenders in kishtwar Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

43263931
Tender For Construction Of Damaged Outer Periphery Wall And Protection Wall At District Jail Kishtwar ( C No. 01)
Open Tender
Indian
Jammu And Kashmir
kishtwar
08-05-2024

Tender Details

Construction Of Damaged Outer Periphery Wall And Protection Wall At District Jail Kishtwar ( C No. 01)

Key Value

Document Fees
INR 2000 /-
EMD
INR 50940.0 /-
Tender Value
INR 25.47 Lakhs /-

BOQ Items

Name of Work :-Construction of Damaged outer periphery wall and protection wall at district jail Kishtwar ( C No. 01)
Sl. No. Item Description
1Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil 60%, ordinary rock 20% and Hard rock 20%
2Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
3Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
4Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
5Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
6Centering and shuttering including strutting, propping etc. and removal of form work for
7Foundations, footings, bases of columns etc. for mass concrete
8Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
9Providing and Laying of stone soiling/stone boulder laid dry hand packed including all carriage complete
10Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :
11Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
1215mm Cement plaster on the rough side of single or half brick wall of mix: (1:6) 1 cement, 6 Coarse Sand
13Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
14Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured)
15Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m
16Disposal of Surplus soil by mechanical transport loading unloading and disposal of same beyond municipal limit and engaged JCB and labour for levelling the area
17Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 meter openable length ( total length 90m), having 50 nos rounds per 6 meter length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ meter (cost of M.S. angle, C.C. blocks shall be paid separately)
18Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.10 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
19Supplying and laying of 6"& 4" dis pipe heavy duty including excavation & providing sufficent cushion
20Carriage of Material
21Sand by 45km by MT and 100 mtr by Head Load
22Stone aggregate 45km by MT and 100 mtr by Head Load
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