Haryana Urban Development Authority Tender
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Costs
EMD
₹ 26,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HBC_77538_1Tender No
18/EE-1/HSVP/2019/RECALLTender Authority
Haryana Urban Development Authority ViewPurchaser Address
-Website
http://https://www.hsvphry.org.in/
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Documents
BOQ Items
Excavation, of trenches in streets, lanes or in open areas for storm sewer, sewers running by gravity and manholes to full depths as shown in drawings including shoring, timbering of poling boards, frame system type. And removal of surplus soil, from site of work up to a lead of 1 km in ordinary soil without timering and shoring(a)for depths of excaution not exceeding 3 meters below ground level.
46867.2
2619079
1189
for depths of excaution exceeding 3 meters,but not exceeding 4.5 metersin foundation and Plinth.
639.33
57663
1919
Dismantling Concrete (d) Cement concrete plain 1:5:10
988
333642
71.85
Cement concrete1:8:16 with stone aggregate 40 mm Nominal size in foundation and plinth.
319
559071
318.65
Cement concrete 1:8:16 with stone aggregate 20 mm nominal size in foundation and plinth.
6303.9
11658275
336.25
Cement Concrete 1:3:6 with stoneaggregate 20mm nominal size in foundationand plinth.
39.83
113240
516.9
Cement concrete 1:2:4 with stone aggregate 20 mm Nominal size in foundation and plinth.
1.3
4401
615.6
Design mix cement concrete of grade M-10 with minimum cement contents 220 Kg./cum in foundation and plinth .
575
1716446
542.75
Cement concrete 1:2:4 with stone aggregate 20mm nominal size reinforcement concrete work, in slab with inclination not exceeding 25 degrees, with horizontal, excluding steel reinforcement, but including centering and shuttering laid in position , complete in all respect and Extra over item No.(10.79 to 10.94 if 1:1:5:3 mix is used, instead of 1:2:4.
528.86
3176624
1092.1
Cement concrete 1:2:4 with stone aggregate 20 mm Nominal size for reinforced concrete work for walls exceeding 20mm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular ) battens and lintels etc. excluding steel reinforcement but including centring and shuttering , laid in position ,complete in all respects .
1619.08
10585747
1188.75
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size forreinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc, excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects.(For work upto 1.5 metres below ground level).Extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4.Extra over item nos.10.79 to 10.94 if 1:1:2 mix is used instead of 1:2:4.
2108.86
8977417
774
Damp proof course 40mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 kg per Sqm laid in hot sand sanded .
108.79
20971
35.05
First class brick work laid in cement, stone dust (from crusher) mortar 1:5 in foundation and plinth.
3009.94
9011459
427.7
First class brick work laid in cement, stone dust (from crusher) mortar 1:6 in first storey upto 4 metres above plinth level. (HSR 11.27)
163.19
496399
434.55
Conglomerate floor 40 mm thick cement concrete topping 1:2:4.
108.79
17134
31.5
12mm thick cement plaster 1:4
24757.45
2517832
16.95
15 mm thick cement plaster 1:3 on the rough side of single or half brick wall.
1064.25
118131
18.5
15mm thick cement plaster 1:5 on the rough side of single or half brick wall.
1064.25
90993
14.25
Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces (with 1st quality paint) & Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls (with 1st quality paint)
4007.78
232771
17.6
Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade.
2128.5
50924
7.25
Wrought iron and mild steel (using angles, flats, square bars, tees and channels) ladders, grills, grating frames, windows guards, iron doors open able or fixed stair case or parapet or any other type or railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position.
343
2141040
1040.35
Mild steel reinforcement for RCC works were not included in the complete rate of RCC including bending, binding and placing in position complete.
101.64
528517
866.65
Fe-500 TMT steel bars of the company’s TISCO, SAIL, RINL or IISCO for RCC works, where not included in the complete rate of RCC including bending, binding and placing in position complete.
539.54
3001083
927.05
Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed.
10050
43668
92.45
Laying and consolidation of stone metal soling coat to water bound macadam. Specification carrying the metal from stacks and spreading the binding material and consolidation the stone metal and blinding material to proper chamber with road roller excluding the cost of templates barriers and lightening arrangement and chowkidars.
430
47291
23.4
Laying and consolidation of stone metal wearing coat, to water bound macadam specification, including making side dowels, carrying the metal from stacks and spreading to templates, screening and spreading the binding material, and consolidating the stone metal and blinding material, to proper camber, with road roller, excluding the cost of templates, barriers and lighting arrangement and chowkidars.
430
58103
28.75
Providing and fixing cast iron kinetic air valves of size given below marked with IS: 14845 including carriage, loading, unloading, stacking, handling etc. drilling, tapping, screwing in valves connections complete in all respect to the satisfaction on 'Engineer-in-charge. 150mm
8
60112
7514
Fixing C.I. or malleable iron step including carriage from stores of the Engineer-in-charge to the site of works and setting the same to correct lines and levels in the work embedded in 1:2 cement and sand mortar.
5662.52
509626
90
Constructing brick masonry road gully chamber as per standard drawings (as per sizes given below) including dressing of beds and sides of chamber to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item no. 10.6) om foundation, lst class brick work laid in cement sand mortar, 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operationt 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 a 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 wih coal tar (as specified in item no. 29.48 complete and to the requirement of the Engineer-in-charge. Single Road Gully Chamber (ii) Size 610mm X 457mm X1105mm
577
1555015
490
Double Road Gully Chamber (i)Size 1448mm X457mm X1105mm
555
2509155
822
Providing, Lowering, Cutting, Jointing and testing RCC PIPE CLASS NP3 as per is 458-1988 and sepcials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect to the satisfaction to the Engineer- in- charge . 300 mm dia
2565
857736
304
Providing and fixing SFRC MAIN HOLE COVERS AND FRAMES MARKED WITH IS:12592 including setting the same to correct line and levels in 1:2 cement send motor over main hole including carriage, loading, unloading, stacking, handling, rehandling etc. Complete in all respects to the satisfaciton of Engineer in Charge. Type Extra Heavy Duty Set (HD-35) 560mm clear opening (SWD)
922
1161720
1200
Providing, Lowering, Cutting, Jointing and testing RCC PIPE CLASS NP-3 as per is 458-2003 with spigot and Socketed joints Socketed joints manufactured with ISI marked sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked antitermite as required at site, into trenched for all depths and laying out the same to correct alingment, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenchess if required jointing with rubber rings in trenches and jointing with 1:1.5 cement sand mortar and with end dowels filled with 1:1.5 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc as fully desribed in HSR item NO. 29.38, 29.44, 29.45, 29.46 including cartage, loading and unloading complete in all respect. The internal diameter of sewer being. 350mm
20190
21502350
1065
400 mm
3460
4719440
1364
450 mm
125
210625
1685
500 mm
880
1631520
1854
600 mm
2250
5490000
2440
700 mm
525
1622250
3090
800 mm
495
1830015
3697
1000 mm
1095
5312118
4851.25
1100 mm
240
1438560
5994
1200 mm
340
2003960
5894
1400 mm
40
254542
6363.55
Suuply & laying of Yamun sand for filling in layers including watering, raming complete in all respect.
8250
4240500
514
Providing, laying spreading and compacting hand broken / crushed stone aggregate to wet mix macadam (thickness as per design submitted by NIT Kurukshetra & attached herewith) confirming to physical requirement laid in 400.11 of MORT&H specification in two layer (compacted) to 250 mm (125mm +125mm) by taking material 1.32 times of the thickness of the layer) including premixing of material with water in mechanical mix (pug Mill) carriage of mixed material by tipers to site and laying material in uniform thickness and spreading by motor grader of adequate capacity rolling with road roller 8-10 tonne in stages to proper grade and any spot or depression which comes apparent corrected by removing of adding fresh material and camber spreading and brooming including template, barrier, lighting arrangement at night chowkidar, maintenance of diversion etc. complete all respect as per clause 406 of MORT&H specifications drawing and the instructions of the Engineer-in-charge. Density of WMM as laid 2.2 gms/cc.
1238
1460840
1180
Providing & laying in position separation membrane of 125 micron thick impermeable plastic sheet of make IPCL shivalik or equivalent make in transparent over white colour over the surface of RMC complete in all respect as per satisfaction of the Engineer in Charge.
5750
69000
12
Providing and laying cement concrete pavement with M-40 grade mix over prepared sub base with approved 43 grade OPC cement @ 420 Kg / cum minimum cement content, coarse & fine aggregate not exceeding 25 mm, mixed in a batching & mixing plant as per the approved mix design, transported to site & laid with fixed or slip from paver, spread, compacted & finished in continuous operation including use of approved make admixer, curing compound, finishing to line & grades as per drawing of MORTH specification Clause-602. The rates includes all the operations required for different items of the work as per specifications including full compensation of all labour, tools, plant equipment, testing and incidental to complete the work, all material in the work, all royalties fees, storage, rates and all leads, lifts & transportation complete in all respect as per satisfaction of Engineer-in-charge.
1600
6824000
4265
Extra for making rough surface of the concrete pavement for providing non slippery surface by mechanical cutter for safe plying of vehicles as per entire satisfaction of Engineer-.in-charge.
5750
11500
2
Providing and making sawcut transverse contraction joint/ construction joint as per approved drawing provided at a maximum distance of 4.5 m including the cost of covering of dowel bars with thin plastic sheath for at least 60% of the length from one end. Initially 3 to 4 mm wide cut shall be made after 1 to 2 days up to 1/3rd depth of slab temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 10 to 12 mm wide grooves shall be made up to depth of 22 mm before sealing the joint 5 mm before sealing the joint 5 m thick compressible de-bounding strips with paperback shall be inserted to the bottom of the groove. The groove shall be filled with polysulphide/silicon sealant. The sealant shall be applied slightly to a lower level than the slab with a tolerance of 2 ± 1 mm complete in all respect as per approved drawing & entire satisfaction of the Engineer-in-charge.
570
83220
146
Providing and making sawcut longitudinal joints between two lanes including cost of providing protective coating of bituminous paint for 75 mm on each side of joint on Tie bars. Initially 3 – 4 mm wide cut shall be made upto 1/3 depth of slab and sealed temporarily with a jute rope. At the time of sealing of the joint temporary seal shall be taken out and 6 to 8 mm wide grooves shall be made upto depth of 17 mm. Before sealing the joint 2 mm thick compressible de-bonding strips with paperback shall be inserted to the bottom of the groove. The groove shall be filled with polysulphide/ silicon sealant. The sealant shall be applied slightly to a lower level than the slab with a tolerance of 2 ± 1 mm complete in all respect as per approved drawing & entire satisfaction of the Engineer-in-charge Longitudinal joints.
1250
127500
102
Collection and carriage of stone metal aggregate 63 to 45mm gauge hand broken from hard durable tough stone angular in shape, possessing low water absorption and free from excess flat elongated soft and disintegrated practice dirt and other deleterious material, the aggregate will be of uniform texture compact and dark colour. The aggregate will be supplied from approved quarry duly screened and stacked along road side. The material will be stacked clear of formation width parallel to the centre line of road side or as decided by Engineer-in-charge. The aggregate shall be confirm to grading as per specification. Deduction shall be made as per most during stack measurement.
430
325037
755.9
Collection and carriage of stone metal aggregate 53 to 22.4 mm gauge hard broken from hard durable tough stone angular in shape, possessing low water absorption and free from excess flat elongated soft and disintegrated practice dirt and other deleterious material. The aggregate will be of uniform texture compact and dark colour. The aggregate will be supplied from approved quarry duly screened and stacked along road side. The material will be stacked clear of formation width parallel as decided by Engineer-in-Charge. The aggregate shall be confirm to grading as per most specification. Deduction shall be made as per most during stack measurement.
430
325037
755.9
Collection and carriage of red murram from approved quarry as per most specification. The material shall be stacked separately as desired by the Engineer-in-charge. (Taking 10.5% quantity of stone metal Qty. item No.5 & 6)
194
93314
481
Providing & Laying of tack coat on new water bound macadam surface with bitumen @ 75 kg/100 sqm.
8600
249400
29
Providing and laying 25 mm thick premix carpet with stone aggregate 13.2 to 2.80 mm @ 3.40 Cum per 100 Sqm and approved quality of bitumen contents of mix prepared 182 kg / 100 Sqm mixed with mechanical mixture and rolling with road roller complete in all respect.
8600
971800
113
Providing and laying B type seal coat with approved quality of bitumen @ 68 kg per 100 Sqm. and fine aggregate 2.36 to 180 micron 0.60 cum per 100 Sqm. mixed with mechanical mixture and rolling with road roller complete in all respect including the cost of bitumen grade 80/100 as per IS:73. (Including cost of bitumen).
8600
283800
33
Stringing out D.I K-9 pipes and specials casting along trenches and laying the same in trenches to correct, aligment and gradients including cartage from divisional stores or nearest Railway Station to site of work and return of pieces of pipes to stores of following sizes. 200mm dia
50
101750
2035
900 mm dia
4300
78333100
18217
Supply, Erection, Testing, & commissioningof Vertical Turbine Pumps 1330 Cum/hr head 12Mtr. One stage, self water lubriction pump 735 RPM.
3
2625000
875000
Providing and fixing of Actuater operated Sluice Gates at Screen inlet IVC brand single faced sluice gateas per IS:3042 with SS 410 extension spindle (3 Mtr.), stainless steel trim, rising spindle SS AISI:410. 2300 mm x 1200 mm
4
3500000
875000
Providing and fixing of Mechanical Equipments Coarse Mechanical screen Size 2400 x3600mm
2
2180000
1090000
Providing and fixing of D/F K9 Pipe.I K-9 double flange pipe 200 mmDI, K9 Pipe D/ F(for length of pipe of 2mm)
12
76896
6408
providing and fixing of D.I. specials of verious size as per relevant in specification IS: 1538-1989 with latest reason if any such as D.I. bend, D.I. collar, D.I. Tee, tail piece reducer, blank flange etc. complete in all respect as per specification.
4000
340000
85
Providing and fixing of Butterfly valve CI FG 200 body with EPDM liner, CF8 disc (upto 300 mm , DI in 350 mm ); SS AISI 410 shaft ; complete with lever upto 200mm & worn gear box 250mm and above . Genrally conforming to IS 13095/BS 5155. Sluice Valve 200mm
8
72480
9060
Providing and fixing of Butterfly valve CI FG 260 body ; CIFG 260 disc for all PN 1.0 valves and PN 1.6 upto 800 mm Disc in900 and above willl be in DI;SS AISI 431 stub shaft rising in steel backed teflon bearing ; EPDM seal on disc retained by SS AISI 304 ring ; Integral Monel 60 (Ni alloy ) weld deposited sear on bady ; complete with worn gear box; IS 1538 drilling . Generally conforming to IS 13095 BS 5155 (i) Butter fly Valve 500mm
3
379620
126540
Butter fly Valve900mm
4
2052360
513090
Providing and fixing of Level Sensors/ controllers with stand complete.
1
12000
12000
Providing and fixing of Pressure Gauges 1/8" 0-30 PSI.
3
6000
2000
Supply, erection, testing & commissioning of LT panel with copper bus bar and solid MCCB TP of suitable rating for 3 nos.330 M^3/Hr@ 12MWC with required PVC copper wire in pannel board completeContactor of suitable rating,Over load relays rating, Single phase preventor,Timers electronic,Indication ONPush Buttons ON/ OFF,AMP. Meters with CT with suitablerating as per motor HP,Out going from LT panel to each pump motor EOT for lifting and lowering of pumps and material at pumping station Supply erection,testing & commisiioning of standard make 250KVA .3 phase 50 cycles copper wound outdoor type
3
1650000
550000
EOT for lifting and lowering of pumps and material at pumping stationMonorail with electric hoist, chain pulley block of Indef/Reva/Morris make Crane sutable for pump house of span 8 Mtr. And length of 20 Mtr. Crane will be complete with girder of suitable size including triple spur geared chainpully block , trolley, including side girder of suitable size with sq. bar/rail, complete with epoxy/alluminium yellow paint over two coats of red oxide. (EOT Crane) 5 Ton
1
1620000
1620000
Supply erection,testing & commisiioning of standard make 250KVA .3 phase 50 cycles copper wound outdoor type transformer with manual type changes and termination complete asdescribed in DNIT complete in all respectsOut going from transformer to HT panel &rom HT pannel to LT Pannel, including 11kv, 3core, XLPE cable
1
375000
375000
Providing of fixing of 250 KVA (Kiloskar make) D.G. Set
1
1400000
1400000
Providing mediom class GI pipe railing of 0.9M HT Consisting of 40mm vertical post with tworow of 40 mm hoirzontel pipe duly pantied around raw sewage sump, stair case and railing
100
70000
700
Supply erection, testing of 7m Long Single Bracket Pole duly embedded BGL, extending the top section by 2m, under ground cable of sutable size with all fitting Halogen vapour lamp complete in all respect at MPS.
8
68000
8500
Boring /Excavation including pit making at entry & exit point to the precise dimensions for the launch of the specialized Auger boring machine through trenchless technology in normal soil condition but not in Rock / Bolders and any undergound utility like foundation water supply lin coming in alingment or other underground obstructions under existing RMC Roads including caution and sign boards and site clearance complte in all respect . providing & insertion of 1400mm dia RCC NP3 jacking Pipe and Pushing the same under National Highway at required depth . Providing and fixing H.D.P.E spacer at a distance of 2 Meters apart t avoid cantract of Jackning pipe and carrier under National Highway complete in all respect. Providing concrete block 1:5:3 on the both ends to the annular space between casing pipe and carrier pipe for 1400mm i/d RCC pipe complete in all respect. Providing for prop rader survey to check any under groud obstruction before finalizing the alingment complete in all respect .Dismantling & Restoration of service along NH-1 to their original condition after laying of sewer cutting of pavement is necessary.
60
3750000
62500
Boring /Excavation including pit making at entry & exit point to the precise dimensions for the launch of the specialized Auger boring machine through trenchless technology in normal soil condition but not in Rock / Bolders and any undergound utility like foundation water supply lin coming in alingment or other underground obstructions under existing RMC Roads including caution and sign boards and site clearance complte in all respect Supplying , laying, jointing, Using neat fusion/ Electron fusion, Cutting and testing of DN 300 mm grade PE 100 PN-6 with walls thickness maximum 32.9mm & Minimum 28.4 mm HDPE Pipe for sewer for average depth 2 mtr to 2 mtr & ancillary work by trenchless technology including Civil & Structure work required for laying in position as per given specification, all items of works i.e. Soil investigations and excavation, all work in or under water, liquid mud as required dewatering of sub soil water , road cutting barricading i/c flickering light etc. disposal of surplus earth as per direction of Engineer in charge completion drawing showing, completion of alignment/ level of the work etc. required for the success full completion of the work on Turn Key basis as per IS - 14333-1996 as amended up to date Providing and fixing H.D.P.E spacer at a distance of 2 meters apart to avoid contract of casing pipe and carrier pipe for nominal Dia (DN) 300 MM Pipe andProviding concrete block 1:5:3 on the both ends to the annular space between casing pipe and carrier pipe for 1400mm i/d RCC pipe complete in all respect. Providing for prop rader survey to check any under groud obstruction before finalizing the alingment complete in all respect .
3885
33411000
8600
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