Irrigation And Water Resources Department Tender
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Costs
EMD
₹ 2,21,000Document Cost
₹ 15,000Tender Fee
₹ 1,180
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_HRY_224268_1Tender No
06/2022Tender Authority
Irrigation And Water Resources Department ViewPurchaser Address
-Website
http://https://hid.gov.in/
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Documents
BOQ Items
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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: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) (HSR item No. 6.1.4)
39.23
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Brick work with common burnt clay non-modular bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (Cement mortar 1 :3 (1 cement : 3 fine sand). (HSR item No. 7.21.1)
143.12
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Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) (Cement mortar 1 :3 (1 cement : 3 fine sand). (HSR item No. 7.22.1
46.09
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12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR item No. 11.5.3)
457.74
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Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (HSR item No. 21.28)
210
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Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½ :3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR item No. 6.39.1)
6.42
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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 below plinth level. Thermo mechanically treated bars of grade Fe-500 (HSR item No. 6.33.6)
824
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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. (All kinds of soil.) (HSR item No. 4.14.1)
130.68
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Providing and laying damp-proof course with cement concrete 1: 1.5:3 (1 cement : 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20mm nominal size) (40 mm thick) (HSR item No. 6.9.2)
5.05
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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: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR item No. 6.14.2)
2.85
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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies. (HSR item No. 6.30.3)
18.77
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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR item No. 6.30.5)
2.26
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FLAT BRICK OR TILE FLOORING
Providing and laying of flat brick or tile flooring with bricks of class designation 10 laid in cement sand mortar 1 :4 on 100 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointing 1 :2 on top. (HSR item No. 10.35.1)
20.47
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Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): (Raised and cut pointing) (HSR item No. 11.25.2)
78.52
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Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 (HSR item No. 10.8)
16.52
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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: 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR item No. 6.1.6)
2.52
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Providing and laying of brick on edge flooring with bricks of class designation 10 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1 :4 ( 1 cement : 4 coarse sand) (HSR item No. 10.33.1)
34.61
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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (80x1 .25 mm M.S. laths with 1.25 mm thick top cover) (HSR item No. 13.37.1)
2.94
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White washing with lime to give an even shade : New work (three or more coats) (HSR item No. 11.61.1)
171.68
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 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) (HSR item No. 11.96.1)
78.52
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Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR item No. 11.68.3)
7.25
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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. (HSR item No. 11.78)
7.25
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Providing and fixing fan hook made from 8 mm dia MS rod 75 cm long of required shape and size (HSR item No. 23.23.4)
1
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Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe, without separate control switch (Group B) (HSR item No. 23.1.3.2)
1
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Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe, without separate control switch (Group B) (HSR item No. 23.1.3.2)
4
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Wiring in MS conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin socket and 1 no 5/6 Amp switch required MS Box etc complete as required (Group B) (HSR item No. 23.1.4.2)
2
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Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. (PVC pipe of 20 mm dia.) (HSR item No. 23.7.6.1)
50
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Providing and fixing UPVC pipe 4Kg/cm2. (160 mm internal diameter of pipe line laid complete) (160 mm dia PVC pipe) N.S
15.24
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Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with (Sal wood) (HSR item No. 18.9.1)
0.68
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