Chaudhary Charan Singh Haryana Agricultural University Tender
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Costs
EMD
₹ 3,46,000Document Cost
₹ 15,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2024_HRY_377790_1Tender No
20241CCAA29B 27D4 481D 9C4B A5C2D0464A92829CCSTender Authority
Chaudhary Charan Singh Haryana Agricultural University ViewPurchaser Address
-Website
http://https://www.hau.ac.in/
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Documents
BOQ Items
[11.68.3]Applying priming coat: 3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
98
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[11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.
1461
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[11.93.1]Finishing walls with water proofing cement paint of required shade : 1. New work (Two or more coats applied @ 3.84 kg/10 sqm)
8067
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-
[13.27]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.
15622
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[13.28]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.
24209
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[13.29.2]Steel 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. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
627
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[4.14.1]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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
1732
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[4.4.1]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 1. All kinds of soil
10593
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-
[6.1.6]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
2.13
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[6.14.1]Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
7
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[6.15.1]Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
83
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[6.16]Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
171
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[6.2.1]Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 1. 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).
45
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[6.25.1]Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 1. All works up to plinth level
125.6
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[6.30.1]Centering and shuttering including strutting, propping etc. and removal of form for 1. Foundations, footings, bases of columns, etc. for mass concrete
511
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[6.30.5]Centering and shuttering including strutting, propping etc. and removal of form for 5. Lintels, beams, plinth beams, girders, bressumers and cantilevers
1506
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[6.30.6]Centering and shuttering including strutting, propping etc. and removal of form for 6. Columns, Pillars, Piers, Abutments, Posts and Struts
1210
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[6.34.6]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
44003
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[6.8.3]Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 3. 25 mm thick
471
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-
[7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
665
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[7.22.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
491
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[8.12]Wall lining butch work up to 10m height with Dholpur stone 40 mm thick rough facing on the exposed surface with stone strips of minimum length 300 mm and required width, including embedding every tenth layer and bottom most layer in masonry or concrete after making necessary chases of size 75x75 mm and by providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment to match the shade of stone complete as per direction of Engineer-in-charge.
24
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NS items 26 to 29:-
Providing and fixing G.I. barbed wire fencing (made of wires of TATA make), weighing 13.60 kg to 15.50 kg per 100 metres (Horizontal/ diagonal) and fixed with G.I. wire of 12 gauge or by providing cut including drilling holes in the posts, complete in all respects as directed by Engineer-in-Charge (including the cost of G.I. wire used for binding which shall not be measured for payment but excluding the cost of posts, struts, earth work and concrete which are payable separately)
2605
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Providing and fixing concertina spiral G.I. wire fencing of 1`-6` dia on Y-shape angle iron posts and barbed wire fencing (excluding cost of angle iron posts and barbed wire fencing) weighing 150 kg to 160 kg per 100 meter, ( of make as approved by Engineering In charge and confirming to IS specifications) fixed with plain GI wire of 16 gauge, complete in all respect as directed by Engineer-in-Charge (plain GI wire used for binding shall be not be measured for payment)
2187
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Providing and fixing G.I. interlocking fencing of size 3”x 3” made of 10 gauge wire fixed in angle iron frame by means of M.S. flat and bolts/ nuts (Items of M.S. flat, angle iron frame and bolts/ nuts shall be paid separately under HSR) including drilling holes in M.S. flats etc., complete in all respects as per architectural drawing and design.
6957
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Earth filling along with boundary wall with dune sand (tiba sand), brought from outside (any lead) in 25 cm layer including laying dressing, watering, ramming, consolidating, excavation, carriage, loading, unloading and compensation etc., complete
6423
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