Haryana Urban Development Authority Tender
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Haryana Urban Development Authority - HUDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date16 Apr 2025
Closing Date23 Apr 2025
Tender Amount₹ 1,96,97,935
Costs
EMD
₹ 3,94,000Document Cost
₹ 3,000Tender Fee
₹ 1,180
Summary
Construction Of Nursing College, Kheri Ram Nagar At Kurukshetra
Description
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Contact
Tender Id
2025_HBC_440729_1Tender No
JOBNO.HSVP/AMB/2025-26/E-28Tender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
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6.15 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttersses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth, level upto floor four level, excluding cost of centering, shuttering, finishing and reinfocement:
6.15.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20mm nominal size.
156
5969
931164
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Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main `T` runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross `T` of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main `T` at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross `T` of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle 9.50.1 8 mm thick fully perforated calcium silicate board made with sqm Calcareous & Siliceous materials reinforced with cellulose fibre
manufactured through autoclaving process to give stable crystalline structure with minimum compressive strength 225 kg/ sq. cm, bending strength 100 kg/sq. cm , of size 595x595 mm,
having perforation of dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick rock wool
of 48 kg /cum backing.
2195
1266
2778870
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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, ove rlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level.
6.34.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
22975
68
1562300
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[6.30.1]CCentering and shuttering including strutting, propping etc. and removal of from for
6.30.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
635
296
187960
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7.21 Brick work with common burnt clay non-modular bricks of class desiganation 7.5 in foundation and plinth in: 7.21.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
51
4128
210528
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11.11 12mm cement plaster finished with a floating coat of neat cement of mix:
11.11.1 1:3 (1 cement: 3 fine sand)
262
147
38514
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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:
6.1.2 1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20mm nominal size
30
3476
104280
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12.157 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) :
12.157.1 For fixed portion
12.157.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
2360
357
842520
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12.177 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge
12.177.1 With toughened glass panes of 6 mm thickness (weight not less sqm than 15 kg/sqm)
208
1051
218608
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21.28 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
48
298
14304
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21.87 Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1:5, 40 mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1:2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge
21.87.1 Single road gully chamber
21.87.1.1 Size: 610mm x 457mm x 800mm
114
3237
369018
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20.96 Drilling of 609.60 mm dia bore by hydraulic rotary drilling (Reverse Circulation method) according to ISI specification No. 2800-1991 (Part-I) and IS No. 2800-1979 (Part-II) as amended upto date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders upto 125mm dia except rocky strata including the cost of all consumable stores, fuel, oil soil stabilizing material and transportation of rig and other accessories to the site of proposed bore and extracting the same against earth frictions etc. complete in satisfaction of the Engineer-In-Charge. Including cost of water arrangement & pit preparation.
20.96.1 Drilling from O metre but up to 200 metre BGL
60
870
52200
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20.106 Providing, fixing & lowering 219.10 mm outer dia ERW steel pipes as per IS 4270/ 2001 as amended upto date duly ISI marked for housing pipe in 4 to 7 meters random length manufactured out of 6.4 mm M.S plates with required number of M.S socket 177.80mm with inside thread to match the pipe threads and made out of M.S plate in to borehole in vertical position, including cost of all scaffolding, derricks, Jim, poles, tools and plants, ropes, gays M.S clamp embedded in foundation etc. complete in all respects to the satisfaction of the Engineer-in-charge of the work including cost of all cutting, threading of pipe where required and all sockets. The pipe shall be painted with anti corrosive paint & covered tightly with polythene.
20.106.1) 200x6.4mm
15
2374
35610
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A.I) 300x8.0mm
110
3919
431090
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20.107 Supply, testing and lowering of ISI marked all welded stainless steel screen (SS304) cage Type V-Wire Wound Screens in bore wells conforming to IS:8110 & compositions of material as per IS:1012, outer dia 221 mm equivalent thickness required as per code, tensile load 14000 kg minimum and ring thickness as per IS code of following sizes:-
20.107.1.1 Stainless Steel Screens 200x8.0x0.50mm
45
7868
354060
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Supplying, fixing and lowering reducing socket as per IS:226 as amended up to date 323.40mm outer dia, x 219.10mm outer dia with 8 threads per inch or 25.40mm to be made out of M.S. plate with internal threads, suitable for jointing 323.40mm outer dia pipe and outer dia pipe and 219.10mm outer dia ERW pipe
1
6336
6336
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20.98 Providing and fixing in position suitable bail plug hook of each 219.10mm/273.10mm as per IS 226 as amended up to date, including the cost of M.S. Screwed sockets etc. complete in all respects to the entire satisfaction of the Engineer-in-charge of the work.
1
1149
1149
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20.99 Supplying and packing graded gravel in bore well of size as per ISI 4097, as amended up to date (Grade A) and specification attached with this schedule of item of work. Thickness and size of the gravel packing will be designed & directed by the Engineer-in-charge strictly as per relevant ISI.
50
1391
69550
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A.I Supplying and fixing well threaded M.S. cap for 273.10mm outer dia M.S. pipe as per ISi 226 as amended up to date to the satisfaction of the Engineer-in-charge
1
816
816
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20.101 Supplying as per IS 226 as amended up to date deodar wooden box made of 20mm thick wood size 60 cm x 75 cm x 30 cm with lid and locking arrangement etc for preserving the strata samples received from the bore as and when desired by the Engineer in-charge
1
580
580
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Supplying and fixing 323.90 10mm M.S. clamp as per IS 226 as amended up each to date for supplying the housing pipe supported on two girders not less than ISMB 100mm x 150mm, weight not less than 17.00 kg / m, cross section area not less than 21.67 sq. cm, flange thickness 7.00mm, web thickness 5.40mm, 2.00 m long (each) embedded in suitable foundation as approved by the Engineer-in-charge.
1
3262
3262
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20.103.1 Development of tube well according to clause 9.3 of IS: 2800-1991 (Part-I) as amended up to date and specifications attached and as directed by the Engineer-in-charge of the work including the cost of all consumable stores, fuel, oil, compressors, pumps and machinery etc. as required for the work.
1) Compressor 450cfm x 250 psi
84
5487
460908
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20.104 Electric logging of tube well.
1
15581
15581
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20.105 Providing and fixing centralizer guides (centralizer) fitted to the well assembly except the housing pipe, at bottom and at a spacing of 12 m centre to centre, to keep the assembly in centre of the bore hole as per approved design and specifications with MS threaded socket, confirming to IS: 226 amended up to date. Electric Resistance welded (ERW) M.S. Pipes/ ERW Cage type Veewire wound screen/ Stainless steel screen/ galvanized screens dulyISI Marked
6
116
696
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20.95 Development of tube well with pump of suitable rating to that full satisfaction and as directed by the Engineer-in-charge.
18
1214
21852
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20.114 Supplying erection, testing of fully automatic electric control panel board for T/wells in Pump chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor, Main switch of suitable range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 no. Amp. Meter of 0 to 100 Amp. 3 Sets of indicating lamp Capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box, etc. as per site requirement complete in all respect. 20.114.5 30HP Motor.
1
34785
34785
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20.124.24 Supplying, erection testing and Commissioning of submersible pumping sets as per BIS Specification No. 8034-1989 (as amended upto date for pumps) and IS 9283-1979 (As amended upto date for motor) the pump motor sets should be capable of pumping clear fresh cold water having characteristics as specified in Clause-4 of IS 8034-1989 and Clause-4.1 of IS 9283-1979.
20.124.24 25HP Motor.
1
82925
82925
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33.17. 3Providing and fixing MS Clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I). including necessary bolts & nuts of required size complete.200 mm clamp
1
1521
1521
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20.68.1 Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile iron (Dl) standard specials plain /flanged/ socketed confirming to IS: 9523-2000 with rubber ring, nut bolts and rubber sheet such as tees, bends, tapers, caps etc. complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
20.68.1 Upto 300mm dia
110
64
7040
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24.5.1.5 Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS: 694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge.
1.5) Submersible Copper Cable 3 Core 10sqmm
50
183
9150
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20.88 Supply, erection, testing and commissioning of CT meter of standard make each with cubical meter box as per HVPNL specifications including 3 phase electrical meter 100/5 of standard make approved by HVPNL including CT/PT of suitable rating complete in all respect as per directions of Engineer-in-charge
1
13914
13914
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20.54.4 Providing GI pipes class B marked with IS: 1239 in 3.05 m length, their threading and welding with flanges (Heavy Duty) on both sides, jointing with nuts and bolts (‘W’ make), rubber gasket, lowering into tube wells and testing including carriage, loading, unloading etc. complete in all respect to the satisfaction of Engineer-in-charge.
(100 mm i/d)
35
2177
76195
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4.16 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:
4.16.1 All kinds of soil
4.16.1.2 Pipes, cables etc. exceeding 80 mm metre dia. but not exceeding 300 mm dia
65
64
4160
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Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
20.63.2 200 mm i/d
65
1865
121225
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Extra for fixing sluice valave/flap valves socketed of flanged including carage from stores or nearest Railway Station of works.
20.10.4 200mm i/d
1
10138
10138
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre and up to 150 metre depth below ground level.
33.7.1.3 All types of soil 400 mm dia
488
894
436272
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Supplying, assembling, lowering and fixing in vertical position in bore well, Unplasticised PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
33.8.3 200 mm nominal size dia
264
920
242880
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Supplying, assembling, lowering and fixing in vertical position in bore well Unplasticised PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
33.9.3 200 mm nominal size dia
144
980
141120
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41/33.12 Supplying, filling, spreading and levelling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge
15
1039
15585
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33.13 Supplying, filling, spreading and levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads and lifts, all complete as per direction of Engineer-incharge.
23
1039
23897
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33.14 Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge.
9
1039
9351
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33.16 Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge.
33.16.3 200 mm dia
4
244
976
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33.18 Supplying, filling, spreading and levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads and lifts, all complete as per direction of Engineer -in-charge.
33.18.3 200 mm dia
4
259
1036
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46/17.5 Compacting Original Ground
17.5.3 Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers).
1600
7
11200
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47/17.14 Granular Sub-Base with Close Graded Material - Grand Material (Table:- 400-1) Plant mix method.
Construction of granular sub-base by providing material as per Grading III (Table 400-I of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface.
17.14.2 Grading I material
368
1187
436816
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48/6.1/ 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:
6.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-Ill): 6 graded stone aggregate 40 mm nominal size)
240
2876
690240
... More
49/17.69 Interlocking Concrete Block Pavement
17.69.2 Providing and Laying 80 mm thick ISI marked interlocking paver blocks confirming to IS 5658:2006/ IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the head of 30 mm thick fine sand complete in all respect.
1600
655
1048000
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Supply & Installation of pre fabricated engineering wood CNC cut modular cupboard ech of size of 48” x 120” including fixtures etc.complete in all respect.
4160
1452
6040320
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51/13.29 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 works
4440
83
368520
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