Water Resources Development Directorate Tender

(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity).

Ordinary Cement concrete (mix 1:2:4) withgraded stone chips (20 mm nominal size) excluding shuttering and reinforcement,ifany, in ground floor as per relevant IS codes. b) River Bazree.

Brick work with 1st class bricks in cement mortar (1:6). (a) In foundation and plinth.

(b) In superstructure, ground floor.

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement any, in ground floor as per relevant IS codes. b) River Bazree. RCC Slab (Drain Cover).

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and irection. (a) For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel. II. JSW/JSPL/SHYAM/SRMB/ BMASL / ELECROSTEEL/SSL. 1.00 % of concrete (1:1.5:3) volume.

M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. In ground floor.

Surface drain

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming the sides of trenches,levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity).

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary Cement concrete (mix 1:2:4) withgraded stone chips (20 mm nominal size) excluding shuttering and reinforcement,ifany, in ground floor as per relevant IS codes. b) River Bazree.

Brick work with 1st class bricks in cement mortar (1:6). (a) In foundation and plinth.

125 mm. thick brick work with 1st class bricks in cement mortar (1:4).

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. b) River Bazree.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary),cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and irection. (a) For works in foundation and upto roof of ground floor/upto 4 m. (i) Tor steel/Mild Steel. II. JSW/JSPL/SHYAM/SRMB/ BMASL/ELECROSTEEL/SSL.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]. (ii) With 1:6 cement mortar. (b) 15 mm thick plaster.

Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

Interlocking concrete block pavement (ICBP) at the lawn of the office

Ordinary Cement concrete (mix 1:2:4) withgraded stone chips (20 mm nominal size) excluding shuttering and reinforcement,ifany, in ground floor as per relevant IS codes. b) River Bazree

© Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with Conerete grade as specifled as per Table 1 nf IS 15658 : 2006) manufactured from BIS licensee nanufacturer, with spacer nib (Small protruding profiles on thevertical face of a paver block used as a device for keeping minimum joint gap In between the paving blocks, as per Cl. No 3.26 of IS: 15658) and of specified size and shape with aspect ratio (The ratio of length to thicknexs of a paver block, as per CL N0.3.3 of IS: 15658) as per Table 2 of IS :15658 with flexural strength/breaking load as per Annexure G of IS:15658,on the prepared base course of specified CBR as per Table I of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sund of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 ofIRC SP. 63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 ofIRC SP 63) and 4 completing the edges with cut blocks as per Cl. No, 8.7 of IRC SP- 63(2018) with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gup. 50 mm thick. (ii) Coloured Decorative.

GST @18%

Cess @ 1%