Maharana Pratap Horticultural University Tender
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Costs
EMD
₹ 34,760Document Cost
₹ 1,180Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2022_HRY_219935_2Bid Award Id
ViewTender No
2022/09 Substation BuildingTender Authority
Maharana Pratap Horticultural University ViewPurchaser Address
-Website
http://https://haryana.gov.in/
GEM & Bid Advisory Services
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BOQ Items
HSR ITEM NO. 6.1.8 1:5:10 (1 cement : 5 fine sand : 10 graded stone cum aggregate 40 mm nominal size).
5
-
2424
HSR ITEM NO. 6.14 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:
6.14.1 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size)
18
-
4898
HSR ITEM NO. 6.14 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:plete.
6.14.2 1 :2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size).
5
-
4339
HSR ITEM NO. 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 : 6.15.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone)
13
-
6684
HSR ITEM NO. 6.16 Reinforced cement concrete work in beams, suspended floors, cum 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).
18
-
6845
HSR NO. 6.33 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.
Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
7500
-
68
HSR NO. 6.29 Centering and shuttering including strutting, propping etc. and removal of form work for :
6.29.1 Foundations, footings, bases for columns
45
-
174
HSR NO. 6.30 Centering and shuttering including strutting, propping etc. and removal of form for
6.30.3 Suspended floors, roofs, landings, balconies and
72
-
233
HSR NO. 6.30 Centering and shuttering including strutting, propping etc. and removal of form for
6.30.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
90
-
332
HSR NO. 6.30 Centering and shuttering including strutting, propping etc. and removal of form for
6.30.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
45
-
293
HSR NO. 10.3 Supplying and providing of Tangri River Sand under floors Including watering and compaction in 25cm layers, dressing etc. complete In all respects (As per item 10.2)
45
-
553
HSR NO. 10.1 Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling.
70
-
291
HSR NO. 10.7 Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4
70
-
242
HSR NO. 7.21 Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: 7.21.2 Cement mortar 1:6 (1 cement: 6 coarse sand)
27
-
3955
HSR NO. 7.22 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 :
7.22.2 Cement mortar 1:6 (1 cement: 6 coarse sand)
22
-
4436
HSR NO. 13.29 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. 13.29.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar work
1500
-
93
HSR NO. 11.4 10+ mm thick cement plaster
1 :3 (1 cement: 3 fine sand)
11.4.2 1 :3 (1 cement: 3 fine sand)
120
-
96
HSR NO. 11.5 12 mm cement plaster of mix : 11.5.3 1 :4 (1 cement: 4 fine sand)
110
-
94
Second Storey
40
-
94
HSR NO. 11.6 15 mm cement plaster on the rough side of single or half brick wall of mix : 11.6.1 1 :4 (1 cement: 4 fine sand)
180
-
114
HSR NO. 7.28 Half brick masonry with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level
7.28.2 Cement mortar 1 :4 ( 1 cement :4 coarse sand)
20
-
546
HSR NO. 11.60 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
450
-
66
HSR NO. 11.64 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade:
11.64.1 New work (two or more coats) over and including water thinnable priming coat with cement primer
180
-
50
HSR NO. 11.96 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 11.96.1 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)
270
-
95
HSR NO. 13.37 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipe shaftwith 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 tensilesteel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. topcover of required thickness for rolling shutters.
13.37.1 80x1 .25 mm M.S. laths with 1.25 mm thick top cover
30
-
2232
HSR NO. 13.39.1 Extra for providing mechanical device chain and crank operation for operating rolling shutters. 13.39.1 Exceeding 10.00 sqm and up to 16.80 sqm in the area
30
-
1050
HSR NO. 6.13 Making plinth protection 50mm thick of cement concrete 1 :3:6 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.
35
-
343
Sub-Head - 2 (EI Work)
HSR ITEM NO:- 23.3.6 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 PVC Conduit etc as required. 23.3.6.1 1 run of Size 1.50 Sqmm(1/1.40mm)
170
-
98
HSR ITEM NO:- 23.3.6.3 1 run of Size 4 Sqmm(1/2.24mm)
90
-
161
HSR ITEM NO:- 23.4 COPPER WIRING WITH MODULAR SWITCHES IN PVC CONDUIT 23.4.1 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. 23.4.1.1 Group A
5
-
582
23.4.1.2 Group B
10
-
641
23.4.1.3 Group C
8
-
795
HSR ITEM NO:- 23.4.4 Wiring in PVC 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 Modular type socket and 1 no 5/6 Amp Modular type switch required GI Box ,modular face plate etc complete as required. 23.4.4.1 Group A
4
-
812
23.4.4.2 Group B
3
-
929
23.4.4.3 Group C
6
-
1047
HSR ITEM NO:- 23.4.5 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. 23.4.5.2 Group B
3
-
1282
23.4.5.3 Group C
4
-
1447
HSR ITEM NO:- 23.7.6 Supply and erection of PVC CONDUIT ISi marked (Medium) recessed 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. 23.7.6.2 PVC pipe of 25 mm dia.
90
-
36
HSR ITEM NO:- 23.22.4 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. 23.22.4.4 SPN DB Double Door 16 way ( 2 incoming and 14 outgoing)
1
-
2329
23.22.5 Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:-
23.22.5.1 6 amp. to 32 amp Single Pole
10
-
162
23.22.5.3 6 amp. to 32 amp Double POLE
1
-
477
HSR ITEM NO:- 24.1 EARTHING AND LIGHTENING ARRESTOR
24.1.1 Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required.
2
-
3047
24.1.2 Extra for using salt and char coal/coke for pipe earth electrode as required.
2
-
730
24.1.8 Providing and fixing 25 mm x 3mm G.I. strip on surface or in recess for metre 108 connections etc. as required with all labour and material.
10
-
108
HSR ITEM NO:- 20.71 Supply, erection, testing of Ceiling fans IS marked (as per IS code 374) with suitable GI pipe complete in all respects complete as per directions of Engineer-in-charge.
20.71.1 48" (1200mm)
2
-
2300
20.71.2 56" (1400mm)
6
-
2644
20.72 Supplying, errection, testing of Exhaust fan (as per IS code 374) having a capacity of 45 cubic metre per minute complete with suitable G.I sheet ducting in structure confirming to latest IS specifications complete in all respect to satisfaction of Engineer-in-charge.
3
-
1499
NS:- S/E of 40W/4" LED Batton.
10
-
1400
NS:- S/E of 42 W full Window glare free diffuse LED Panel. (2' X 2')having cool day light.
6
-
2500
NS:- Supply and erection of style LED Panel 15 W
10
-
958
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