Haryana Police Housing Corporation Tender
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Haryana Police Housing Corporation - HPHC Tender
Eprocure
Opening Date15 Feb 2024
Closing Date1 Mar 2024
Tender Amount₹ 44,37,610
Costs
EMD
₹ 25,000Document Cost
₹ 5,000Tender Fee
₹ 1,180
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_HBC_354596_1Bid Award Id
ViewTender No
2024297C2BD2 95D9 4E7C A70E 0CB602177FED57HHCTender Authority
Haryana Police Housing Corporation ViewPurchaser Address
-Website
http://https://hphc.org.in/
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Documents
BOQ Items
HSR Item 25.4.4-Supplying, fixing, testing and commissioning o NON - RETURN VALVE with dual plate of C I body SS plates vulcanized NBR seal flanged end and PN 16 pressure rating as specified. 4. 100mm dia.
HSR Rate(Rs.) 4176.00 Through Rate
2
8352
4176
HSR Item 20.53.2-Providing and fixing rubber sheet 3mm thick of best quality for jointing flanged pipes, specials etc. including making of holes etc. complete in all respects to the satisfaction of Engineer-in- Charge. 2. for pipe size 100 mm i/d HSR Rate(Rs.) 13.00 Through Rate
10
130
13
HSR Item 20.53.1-Providing and fixing rubber sheet 3mm thick of best quality for jointing flanged pipes, specials etc. including making of holes etc. complete in all respects to the satisfaction of Engineer-in- Charge. 1. for pipe size 80mm i/d HSR Rate(Rs.) 12.00 Through Rate
41
492
12
HSR Item 20.15.2-Providing and fixing C.I. Kinetic air valves conforming to and marked with IS: 14845 including carriage, loading, unloading stacking, handling, re-handling etc., drilling, tapping, screwing in valves connections complete in all respects to the satisfaction of Engineer-in- Charge. 2. 100 mm i/d
HSR Rate(Rs.) 3152.00 Through Rate
11
34672
3152
HSR Item 4.16.1.2-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 each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1.2. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
HSR Rate(Rs.) 62.00 Through Rate
940.67
58321
62
HSR Item 21.108.26-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 as per IS marked including all accessories (like SS Pipes, SS Chain (Shackle Chain) ,SS Foundation Bolt, complete base frame, Monorail, Chain Guide Line, Auto Compiling, Duct Foot Bend (D/F Bend) etc. complete in all
respect 26. Discharge Capacity (LPM) - 1700 Power Capacity (BHP) - 12.5
HSR Rate(Rs.) 107602.00 Through Rate
2
215204
107602
HSR Item 20.114.2-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 of the following capacity, Min 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. 2. 15 HP Motor
HSR Rate(Rs.) 17393.00 Through Rate
2
34786
17393
HSR Item 20.63.1-`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS 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. Note: E/W to be measured and paid separately.
` 1. 100 mm i/d
HSR Rate(Rs.) 947.00 Through Rate
940.67
890814
947
HSR Item 20.66.1-Cutting DI pipe and chipping or filling the surface to a uniform finish 1. 100 mm i/d
HSR Rate(Rs.) 22.00 Through Rate
20
440
22
HSR Item 20.67.1-Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 1. 100 mm i/d HSR Rate(Rs.) 29.00 Through Rate
156
4524
29
HSR Item 20.68.1-Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia
HSR Rate(Rs.) 64.00 Through Rate
1500
96000
64
HSR Item 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 gaskets , lowering into Tube wells and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. 4. 100 mm i/d
HSR Rate(Rs.) 2177.00 Through Rate
1
2177
2177
HSR Item 4.14.1-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
HSR Rate(Rs.) 83.00 Through Rate
940.67
78075
83
HSR Item 21.84.1-Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 1. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with
C.C. topping
HSR Rate(Rs.) 3487.00 Through Rate
1
3487
3487
HSR Item 21.84.2-Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 2. Size 450 mm X 600 mm inside (with 455 mm x 610 mm cover and frame single seal pattern I weighing 38 kg with
C.C. topping)
HSR Rate(Rs.) 4977.00 Through Rate
2
9954
4977
HSR Item 21.84.3-Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 3. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with
R.C.C. slab)
HSR Rate(Rs.) 5438.00 Through Rate
2
10876
5438
HSR Item 21.93.1-Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including
setting the same to correct lines and levels in 1:3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge. 1.
Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening
HSR Rate(Rs.) 1155.00 Through Rate
2
2310
1155
HSR Item 20.73.1-Supply and fixing of Gantry with chain pulley block (tested for 1.5 times the rated
capacity) with travelling trolley of appropriate lifting capacity as per IS code 3177:1999 with up to date amendments for handling of pumping sets capable of moving along the girders including cost of suitable sized RCC pillars to be provided in pump house complete in all respects as per
directions of Engineer-in-charge 1. 1 tonne capacity
HSR Rate(Rs.) 55424.00 Through Rate
1
55424
55424
HSR Item 7.22.1-Brick work with common burnt clay non- modular bricks of class designation 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in
: 1. Cement mortar 1:4 (1 cement : 4 coarse sand)
HSR Rate(Rs.) 3877.00 Through Rate
20.62
79932
3877
HSR Item 10.9-Providing and laying of Conglomerate floor
25 mm thick cement concrete 1:2:4 on 100 mm cement concrete 1:8:16 and 100 mm sand or stone filling.
HSR Rate(Rs.) 342.00 Through Rate
2.31
790
342
HSR Item 10.100.2-Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.
HSR Rate(Rs.) 1863.00 Through Rate
1.16
2166
1863
HSR Item 11.5.1-12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand)
HSR Rate(Rs.) 109.00 Through Rate
164.3
17908
109
HSR Item 11.6.1-15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) HSR Rate(Rs.) 102.00 Through Rate
164.3
16758
102
HSR Item 6.34.6-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. 6. Thermo-Mechanically Treated bars of grade Fe-500D or more.
HSR Rate(Rs.) 61.00 Through Rate
530
32330
61
HSR Item 4.14.1-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 1. All kinds of soil.
HSR Rate(Rs.) 83.00 Through Rate
76.85
6378
83
HSR Item 33.8.2-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. 2. 150 mm nominal size dia
HSR Rate(Rs.) 594.00 Through Rate
160
95040
594
HSR Item 33.9.2-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. 2. 150 mm nominal size dia
HSR Rate(Rs.) 642.00 Through Rate
40
25680
642
HSR Item 6.1.5-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: 5. 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
HSR Rate(Rs.) 2876.00 Through Rate
3.2
9214
2876
HSR Item 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.
HSR Rate(Rs.) 1039.00 Through Rate
4.81
4998
1039
HSR Item 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-in- charge.
HSR Rate(Rs.) 1039.00 Through Rate
4.81
4998
1039
HSR Item 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.
HSR Rate(Rs.) 1039.00 Through Rate
4.81
4998
1039
HSR Item 33.15-Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in- charge.
HSR Rate(Rs.) 1166.00 Through Rate
5.81
6770
1166
HSR Item 6.16-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-III) : 3 graded stone aggregate 20 mm nominal size). HSR Rate(Rs.) 6113.00 Through Rate
3.19
19518
6113
HSR Item 33.5-Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four Nos. longitudinal and 9 Nos. cross sectional
T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with
M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
HSR Rate(Rs.) 1026.00 Through Rate
8
8208
1026
HSR Item 21.61.2.2-Construction of standard new-egg- shaped sewers as per standard drawing built up to 2/3rd height only (as constructed in manhole lengths) where the invert level of the sewer is up to 1.5 meters below G.L. including dressing of beds and sides of trenches to exact profiles, grades and alignments, lime concrete or cement lime sand concrete in beds and sides with 1:3 cement sand collar joint not less than 12 mm thick on side 1:1½:3 moulded cement concrete invert accurately finished with neat cement rendering face specially hand moulded first class radiated brick work laid in 1:3 cement sand mortar in the sides of the sewer with the entire inner surface of the sewer rendered with neat cement not less than 12 mm thick of 1:2 cement sand plaster and finished with a floating coat of neat cement left absolutely smooth polished and correct to template finished with two coats of sodium silicate wherever required. The rate includes the cost of accurately planed and fitted centring and moulds and supports for all works as well as for all curves bends falls and other special works and cleaning out of the sewer throughout their length. Sodium silicate shall be supplied free of cost at the stores of the Engineer-in-charge.
2.2. 660 mm x 990 mm - Cost with cement lime sand concrete
HSR Rate(Rs.) 2378.00 Through Rate
6
14268
2378
HSR Item 21.84.3-Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1:2:4 benching 12mm thick cement plaster 1:2 with a floating coat of 1 mm thick of neat cement R.C.C. 1:2:4 slab 100 mm thick/cement concrete topping, 50mm thick with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. 3. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with
R.C.C. slab)
HSR Rate(Rs.) 5438.00 Through Rate
10
54380
5438
HSR Item 20.62.2-Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and
specials into trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in
-charge. 2. 250 mm i/d
HSR Rate(Rs.) 282.00 Through Rate
600
169200
282
HSR Item 2.PH071- PH071. 250x10.0x0.50mm
HSR Rate(Rs.) 4465.00 Rate
6
26790
4465
HSR Item 33.6.1.1-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, up to 90 metre depth below ground level. 1.1. All types of soil
300 mm dia
HSR Rate(Rs.) 511.00 Through Rate
160
81760
511
HSR Item 33.8.3-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. 3. 200 mm nominal size dia
HSR Rate(Rs.) 920.00 Through Rate
78
71760
920
HSR Item 33.9.3-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. 3. 200 mm nominal size dia
HSR Rate(Rs.) 980.00 Through Rate
30
29400
980
HSR Item 33.1.1-Boring with 100 mm diameter casing pipe for hand pump / tube well, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested : 1. Up to 6 metres depth
HSR Rate(Rs.) 224.00 Through Rate
109.74
24581
224
HSR Item 30.91-Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia up to 300mm
HSR Rate(Rs.) 92.00 Through Rate
2227.64
204942
92
HSR Item 30.87.4-Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Raising depth of manhole to be paid separately) : 4. Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35
HSR Rate(Rs.) 123.00 Through Rate
50
6150
123
HSR Item 9.58.1.2-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 10 mm gap for thermal expansion. 1.2.
Coupler 110 mm
HSR Rate(Rs.) 82.00 Through Rate
10
820
82
HSR Item 9.58.5.2-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 10 mm gap for thermal expansion. 5.2.
Bend 87.5°
110 mm bend
HSR Rate(Rs.) 93.00 Through Rate
15
1395
93
HSR Item 9.58.4.2-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 10 mm gap for thermal expansion. 4.2.
Single tee without door 110x110x110 mm
HSR Rate(Rs.) 143.00 Through Rate
10
1430
143
HSR Item 26.9.2-Turfing lawns with fine grassing ( selection no.1/ Bermuda and Mexican/Neelgiri grass )including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying of selection no. 1 / Bermuda doob grass and Mexican/Neelgiri grass roots, including supplying and spreading of farmyard manure at the rate of
0.60 cum per 100 sqm, maintenance till weed free turf is formed 2. Planting selection no. 1 grass roots in rows 7.5 cm apart in both directions .
HSR Rate(Rs.) 43.00 Through Rate
19944.54
857615
43
HSR Item 17.36.4-Seal Coat 4. Type B with VG - 30 bituminous binder
Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications.
HSR Rate(Rs.) 40.00 Through Rate
33.46
1338
40
HSR Item 17.26.2-Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications
HSR Rate(Rs.) 16.00 Through Rate
33.46
535
16
HSR Item 17.5.3-Compacting Original Ground 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
HSR Rate(Rs.) 7.00 Through Rate
33.46
234
7
HSR Item 17.35.1-Close Graded Premix Surfacing/Mixed Seal Surfacing Surfacing 20 mm thickness (Type B) with VG-30 1. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness Type B composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 30 @ 1.9 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 508 of MORT&H specifications.
HSR Rate(Rs.) 122.00 Through Rate
33.46
4081
122
HSR Item 4.2-Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. HSR Rate(Rs.) 3.00 Through Rate
5919.9
17759
3
HSR Item 17.4-Scarifying Existing Bituminous Surface to a depth of 50 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 metres, as per technical clause 202 of MORT&H specifications
HSR Rate(Rs.) 6.00 Through Rate
33.46
200
6
HSR Item 5.4.2-Dismantling Stone Spalls or Brickbats Filling
2. Grouted with natural silt and clay
HSR Rate(Rs.) 198.00 Through Rate
5.17
1023
198
HSR Item 4.16.1.3-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 each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : 1.3. Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
HSR Rate(Rs.) 86.00 Through Rate
9.15
786
86
HSR Item 17.67-Removal of existing CC Block. Removing of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer.
HSR Rate(Rs.) 175.00 Through Rate
21.19
3707
175
HSR Item 17.27.2-Bituminous Macadam with batch type HMP
2. Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 100 -120 TPH
Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications
Grading II (19 mm nominal size)
HSR Rate(Rs.) 5338.00 Through Rate
1.27
6784
5338
HSR Item 17.14.3-Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method
Construction of granular sub-base by providing Material as
per Grading III (Table 400-I of MORTandH 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 and compacting with vibratory power roller
to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material
HSR Rate(Rs.) 1197.00 Through Rate
5.02
6006
1197
HSR Item 17.22.2-Water Bound Macadam Gr I 2. Water Bound Macadam Grading I with screening Type A 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 Rate(Rs.) 1225.00 Through Rate
5.02
6147
1225
HSR Item 17.52-Patch work with Bituminous Macadam 50 to 75 mm thickness (grading II) Providing and laying bituminous macadam 80-100 mm thick with continuous type HMP 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications
Grading II (19 mm nominal size)
HSR Rate(Rs.) 5648.00 Through Rate
1.27
7178
5648
HSR Item 33.6.1.1-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, up to 90 metre depth below ground level. 1.1. All types of soil
300 mm dia
HSR Rate(Rs.) 511.00 Through Rate
20
10220
511
NS Item -Supply and Filling of good quality local earth brought from the outside of the building of any irrespective lead and lift including
transporation i.e carriage loading and unloading and leveliing and compaction as per MORT and H specification in 15cm layer under
the floor of building and pavment/road and other places of site complete in all respect as per entire satisfaction of Engineer- In-Charge.
Note- All necessary approval, permissions and royalty if required will be borne by the agency/Contractor
3356.95
950016
283
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