Haryana Urban Development Authority Tender
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Costs
EMD
₹ 96,600Document Cost
₹ 1,000Tender Fee
₹ 1,180
Summary
Construction Of Sewerage Disposal, Providing, And Laying Of 60mm Thick Interlocking Paver Block, Construction Of Toe Wall Etc.
Description
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Contact
Tender Id
2023_HBC_306660_1Bid Award Id
ViewTender No
358/2023 Re invitedTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
6.1.6) 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: 6.1.6/ 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
6
14652
2442
6.1.2) 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: 6.1.2/ 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
4
13904
3476
6.14.1) 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-III): 3 graded stone aggregate 20 mm nominal size)
35
153090
4374
6.30.2) 6.30/ Centering and shuttering including strutting, propping etc. and removal of form for6.30.2/ Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
256
72192
282
6.30.3) 6.30.3/ Suspended floors, roofs, landings, balconies
21
4368
208
6.30.5) 6.30.5/ Lintels, beams, plinth beams, girders, bressumers sqm and cantilever
12
3552
296
6.33.3) 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 level6.33.3 Cold twisted bars
3500
213500
61
7.21.1) Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:
7.21.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
6
22158
3693
7.22.1) 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 :
7.22.1/ Cement mortar 1:4 (1 cement: 4 coarse sand)
25
96925
3877
10.8) Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4
6
1086
181
11.5.3) 11.5/ 12 mm cement plaster of mix :
11.5.3/ 1 :4 (1 cement: 4 fine sand)
12
1008
84
11.6.1) 11.12 15 mm cement plaster on rough side of single or half brick wall finished with afloating coat of neat cement of mix :
11.12.1 1 :3 (1 cement: 3 fine sand)
17
1734
102
11.8.1) 11.8.1
12 mm cement plaster of mix :
11.8.1 1 :4 (1 cement: 4 coarse sand)
70
5740
82
21.28) 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 polymerconfirming 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 tothe satisfaction of Engineer-in-charge.
32
9536
298
1. 21.93.1) 21.93/ Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKEDWITH IS: 12592 including setting the same to correct lines and levels in1:3 cement sand mortar over manhole including carriage loading unloadingstacking handling re-handling etc. complete in all respects to thesatisfaction to the Engineer-in-charge.
21.93.1/Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening
2
2310
1155
21.98.7) Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISi marked HDPE pipes of PE-100 grade and PN- 8 for sewer application as per IS 14333-1996 (amended up to date) in trenches in complete including cost of HDPE 'Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/w to be measured and paid separately. Rate includes cost of allspecials like bends, tees required during laying of pipe line along requiredalignment.
21.98.7/ 400 mm Outside Dia.
95
850725
8955
App. Item ) Lowering of sub soil water below 4.50 meter depth from the existing spring level for laying of sewerage line using 4 No. 5 HP dewatering pumps including cost of all fitting & fixtures like delivery pipe, hose pipe, PVC pipe etc. and manpower for functioning and maintenance of machinery complete in all respect to the entire satisfaction of Engineer-in-Charge.
95
222300
2340
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. 13.29.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
250
20750
83
9.19.1.1) Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1 :3 (1 cement : 3 fine sand ) complete : 9.19.1 Red sand stone slab 9.19.1.1 40 to 50 mm thick
16
5952
372
B0252) Polyvinyl chloride sheet 400 micron thick
16
576
36
9.11)10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1 :3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 9.11.1 With common burnt clay non-modular brick tile of class sqm designation 10
16
7808
488
13.6) Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and comers, all necessary fittings complete, including applying a priming coat of approved steel crimer. 13.6.1 Using M.S. angels 40x40x6 mm for diagonal braces
3
8214
2738
13.23) Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour) with Polyester paint of 12-16 microns thickness under coat of EPOXY primer & back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less corner assembly with brackets & screws, fixed in position by means of PVC & metal hold fastener with PVC cap complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge.
13.23.2 Wire Mesh Windows shutter Section 40mm x 20mm with S.S wire mesh 32 gauge fly mesh with 144 holes per square Inch
1
4578
4578
11.95) 11.95 Finishing walls with Acrylic Smooth exterior paint of required shade: 11.95.1 New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
70
6160
88
10.1) Providing and laying of base course of floors consisting of 100 mm thick sqm cement 1 :8: 16 and 100 mm sand or stone filling.
11
2860
260
10.63) Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
10.63.2 Size of Tile 600x600 mm
11
10857
987
9.57) 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.
9.57.2 110 mm diameter
5
1000
200
B0296) UPVC bend 87.5° 110 mm bend
2
106
53
23.4.1.2) 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. 23.4.1.2 Group B
5
2860
572
23.4.4.2)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. Make: Orient, Usha, Crompton, Havells 20.71.1 48” (1200mm)
12
9960
830
20.71.1) Providing and laying of base course of floors consisting of 100 mm thick sqm cement 1 :8: 16 and 100 mm sand or stone filling.
1
2054
2054
21.108.64) 21.108/ Supplying, erection, testing and commissioning of Submersible motor pumping set non clog for sewerage having head 20.00 m as per the indicated requirements of discharge in LPM and power capacity in BHP (Make: KSB, CRI, Kirlosker, Crompton Greeve, Lubi)
21.108.64/ Discharge = 5500 LPM BHP = 40 HP
1
366404
366404
20.114.7) 20.114/ Supplying erection, testing of fully automatic electric control panel boardfor T/Wells in Pump Chamber consisting of MS sheet of thickness 14gauge duly painted box type floor mounted made of angle Framecontaining 1 no. fully automatic air brake starter suitable for Motor of thefollowing capacity, Min switch of suitable range with HRC fuse, 1 no. voltmeter (0 to 500 volts), 1 No. Amp. Meter of 0 to 100 amp. 3 sets ofindicating lamp capacitor of suitable capacity and 1 no. single phasepreventers with the timer switch including wiring in panel board andsuitable electric energy meter wiring in Electric Control Panel Boardcomplete 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.
Make:- L&T, SIEMENS, BCH, SCHNEIDER. 20.114.7/ For 40 HP Motor
1
46381
46381
24.5.1.7) 24.5.1/ Supply and jointing three core submersible flat cables of approved makewith bare bunched copper conductor insulated and sheathed with PVC forsubmersible pump motors /fountain lights etc. with voltage grade 1100 voltsmarked with IS:694, 1990 including cost of jointing, materials as well ascarriage, loading, unloading etc. complete in all respect up to the entiresatisfaction of Engineer- in-Charge. 24.5.1.7 Submersible Copper Cable 3 Core 25 Sqmm
65
27040
416
13.2) Providing and fixing angle iron frames for doors, windows and ventilators of kg 10 74 84 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.
100
7500
75
Sub Head No-II (Construction of pavement) 17.6) Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compaction of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specification.
3070
564880
184
6.1.7) 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:
6.1.7/ 1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 cum graded stone aggregate 40 mm nominal size)
142
311264
2192
7.21.1)Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:
7.21.1 Cement mortar 1:4 (1 cement: 4 coarse sand)
43
158799
3693
10.76) Providing and laying 60mm thick factory made cement concrete inter1ocking paver block of M -30 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
1315
731140
556
11.8.2) 12 mm cement plaster of mix :
11.8.2 1 :6 (1 cement: 6 coarse sand):-
130
8580
66
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