Haryana Dairy Development Cooperative Federation Limited Tender
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Costs
EMD
₹ 1,20,000Document Cost
₹ 1,000Tender Fee
₹ 1,180
Summary
Tender For Construction Of Cattle Shed Under The Project Sanjhi Dairy
Description
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Contact
Tender Id
2024_HBC_351383_1Bid Award Id
ViewTender No
MUS/ETENDER/2024/Cattle ShedTender Authority
Haryana Dairy Development Cooperative Federation Limited ViewPurchaser Address
-Website
http://etenders.hry.nic.in
GEM & Bid Advisory Services
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BOQ Items
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. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) (HSR No6.14.1)
31.56
-
-
Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size). 50 mm thick (HSR No 6.8.1)
38
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-
Providing & applying a coat of residual petroleum bitumen of grade of VG-1 O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HSR No 6.10)
38
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-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (HSR No 6.13)
171
-
-
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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR No 6.15.1)
42.6
-
-
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-111) : 3 graded stone aggregate 20 mm nominal size). (Beams) (HSR No 6.16)
16.6
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (HSR No 6.30.1)
55
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts (HSR No 6.30.6)
216
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-
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams. (HSR No 6.30.5)
475
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies (HSR No 6.30.3)
3.15
-
-
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 (HSR No 6.33.6)
4200
-
-
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 (HSR No 6.34.6)
6700
-
-
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR No 7.21.2)
76
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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 1:6 (1 cement: 6 coarse sand) (HSR No 7.22.2)
84.23
-
-
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (HSR No 9.33)
1030
-
-
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) (HSR No 9.34.1)
36.6
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-
Flashings/ Aprons.( Up to 600 mm) (HSR No 9.34.2)
88.2
-
-
Gutter (600 mm over all girth) (HSR No 9.34.6)
88.2
-
-
Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 150 mm diameter (HSR No 9.57.3)
40
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-
Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 1 O mm gap for thermal expansion. Bend 87.5° 150 mm bend (HSR No 9.58.5.3)
8
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-
Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR No 10.1)
344
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-
Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR No 10.7)
344
-
-
Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (HSR No 10.34)
64.13
-
-
Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR No 10.77)
92
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-
15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :6 (1 cement: 6 fine sand) (HSR No 11.6.2)
202
-
-
Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR No 11.58)
404
-
-
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer (HSR No 11.64.1)
200
-
-
Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR No 11.68.3)
150
-
-
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic surface. (HSR No 11.78)
175
-
-
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (HSR No 13.2)
175
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-
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick: 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). (HSR No 12.9.7.2)
5.5
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-
Providing and fixing aluminium tower bolts, ISi marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100x10 mm (HSR No 12.99.5)
24
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-
Providing and fixing aluminium handles, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100 mm. (HSR No 12.102.2)
12
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-
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. (HSR No 13.28)
17406
-
-
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 No 13.37.1)
10.8
-
-
Compacting original ground below road crust Loosening of the ground up to a level of 500 mm below the road crust, watered, graded and compacted at OMC in layers to meet requirement of table 300-2 for embankment construction as per technical clause 305 of MORT&H specifications (HSR No 17.5.1)
46
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-
Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications (HSR No 17.13)
9.15
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR No 17.22.1)
13.73
-
-
Supplying and filling in plinth with sand (conforming to zone-IV, IS 1542) under floors, including watering, ramming, consolidating and dressing complete. (HSR No 10.2)
4.6
-
-
Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres centre to centre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and comer post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, tum buckles etc complete as per clause 807 (HSR No 34.29.2)
248
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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: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (Foundation for wire fencing) (HSR No 6.1.2)
10
-
-
Wiring for Light/Fan/call bell point with modular type switch/socket and GI box, Modular type face plate etc in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe. (HSR No 23.4.1.1)
65
-
-
Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick PVC conduit pipe, without separate control switch (HSR No 23.4.3.1)
20
-
-
Wiring in PVC conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling , including providing 1 no 15/16 Amp 3/6 pin Modular socket and 1 no 15/16 Amp Modular switch required GI Box , modular face plate etc complete as required (HSR No 23.4.5.1)
8
-
-
Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. 4 pole MCCB 6 amp to 100 amp , 25 KA. (HSR No 23.22.1.9)
1
-
-
Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. TPN DB Horizontal type Double Door 8 way ( 8 incoming 3phase*8 outgoing) (HSR No 23.22.4.7)
2
-
-
Earthing with G.I. earth plate 600mmx600mmx3mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) etc. complete as required. (HSR No 24.1.3)
2
-
-
Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. (HSR No 24.1.5)
2
-
-
Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for connections etc. as required with all labour and material. (HSR No 24.1.8)
10
-
-
S/E mark double walled corrugated (DWC) HOPE, pipe 10 Kg/Cm2 ,laid 0.75 Metre below ground level including digging and refilling of earth including cost of suitable size socket/coupler for HOPE pipe including the cost of labour and material required to complete the job in all respect up to the entire satisfaction of Engineer in charge of the work. DWC/HOPE pipe 63/50 mm outer dialinner dia (HSR No 24.5.2.3)
45
-
-
Constructing brick masonry manhole in cement mortar 1 :4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1 :1.5:3 mix (1 cement : 1.5 coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1 :4:8 mix (1 cement : 4 coarse sand (Zone-Ill) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1 :3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with
frame (light duty) 455x610 mm internal dimensions, total weight
of cover and frame to be not less than 38 kg (weight of cover 23
kg and weight of frame 15 kg). (HSR No 22.190.1.1)
3
-
-
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.Bm long complete as per standard design. (HSR No 22.171.1)
1
-
-
12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand) (HSR No 11.5.4)
202
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm nominal inner dia Pipes (HSR No 22.87.8)
40
-
-
40 mm nominal outer dia Pipes (HSR No 22.87.5) (HSR No 22.87.5)
70
-
-
20 mm nominal outer dia Pipes (HSR No 22.87.2)
15
-
-
Providing and fixing PTMT stop cock of approved quality and colour. 20 mm nominal bore, 89 mm long, weighing not less than 88 gms (HSR No 22.112.2)
4
-
-
Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gmnitre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. New work (Two or more coats applied@ 1.43 litre/ 10 sqm Over and including priming coat of exterior primer applied @ 0.90
litre/10 sqm (HSR No 11.98)
200
-
-
Wiring only in 1.5 sqmm PVC insulated copper conductor cable for LIGHT/FAN/Call bell point in existing conduit pipe and MS boxes including cost of Bakelite cover for MS box, switch, wall socket, ceiling rose/connector etc (HSR No 23.5.1.1)
10
-
-
Wiring main and sub mains in two single core for phase and neutral wire and one single core for earth wire PVC insulated Copper conductor cable 1100 Volts grade in existing MS/PVC Conduit etc as required. 1 run of Size 2.50 Sqmm(1.1.80mm) (HSR No 23.5.6.2)
200
-
-
1 run of Size 4 Sqmm(1/2.24mm) (HSR No 23.5.6.3)
110
-
-
Ceiling rose flush/surface type (HSR No 23.8.1.5)
70
-
-
Socket size rotary step type Electronic regulator for A.C. ceiling fan (HSR No 23.8.1.13)
30
-
-
Supply and erection of PVC CONDUIT ISi marked (Medium) in wall ceiling 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 25 mm dia (HSR No 23.7.6.2)
200
-
-
PVC pipe of 32 mm dia (HSR No 23.7.6.3)
30
-
-
PVC pipe of 40 mm dia. (HSR No 23.7.6.4)
50
-
-
Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole (HSR No 23.22.5.1)
30
-
-
40 amp to 63 amp. MCB's FOUR POLE (HSR No 23.22.5.8)
2
-
-
MCCB Enclosure made of Sheet Steel suitable for mounting MCCB of following ratings MCCB up to 125 A FP (HSR No 23.22.2.1)
1
-
-
Providing and erection of Porcelain Kit Kat fuse 100 A - 415 V including its necessary connections. Make - Bentex/ as Approved by engineer-in-charge. (HSR No NS)
6
-
-
Supply and erection of underground L.T Armoured cable 16 sqmm 4 core in existing pipes or trennches including connection, digging and refilling of trenches. Make - Havells/Finolex/Polycab/Reputed Make as approved by engineer-in-charge. (HSR No NS)
40
-
-
Supply and erection of underground L.T Armoured cable 10 sqmm 4 core in existing pipes or trennches including connection, digging andrefilling of trenches. Make - Havells/Finolex/Polycab/Reputed Make as approved by engineer-in-charge. (HSR No NS)
10
-
-
Supply of earth including loading, transportation, unloading and filling in 15 cm layers including spreading, ramming, watering consolidation and cost of earth brought at any distance in all aspects including Lead. Consolidated Earth is to be measured. (HSR No NS)
450
-
-
Providing and laying 150mm dia Heavy Duty PVC pipe for sewer including excavation in trenches and haunching of pipe as per specifications and directiona of engineer-in-charge. Make - Finolex/Apollo/Supreme/D-Plast/Astral/Reputed make as approved by engineer-in-charge (HSR No NS)
60
-
-
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