Police Housing Corporation Limited Tender
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Costs
EMD
₹ 4,12,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_JPHCL_96168_1Bid Award Id
ViewTender No
JPHCL/GR 07/NIT 13/2024-25Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://http://jphcl.jhpolice.gov.in/en/home/
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Documents
BOQ Items
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4.01B (i)
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
1440
1437
2070144
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4.14 B
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
1440
1701
2449584
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5.01 A (i)
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
9600
80
770880
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Tack Coat on Bituminous surfaces
-
-
-
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5.02 (i)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
9600
12
120960
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Tack Coat on Granular surfaces treated with primer
-
-
-
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5.02 (ii)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
9600
15
149760
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Bituminous Macadam Grading- I
-
-
-
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5.03 (i)
Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, 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.
480
7320
3513744
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5.07 (ii)
Semi - Dense Bituminous Concrete (Providing and laying semi dense butuminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per house using crushed aggregates of specified grading, premixed with butuminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No: 508 complete in all respects) with Modified Graded Bitumen.
for Grading II (10 mm nominal size)
240
9874
2369760
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ROAD MARKING-
-
-
-
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8.13
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
320
584
186976
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8.04(x)
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
10
7526
75260
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8.35
Road Markers/Road Stud with plastic body of RPM/ASA/HIPS as per clause 804.2.1 of MORTH, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973)
1600
251
402080
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Carrage of Materiaks
-
-
-
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Stone Chips(1k+24p)=25 Km
4774.03
556
2654933.56
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Cement= 15km
10.6
549
5820.46
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Bitumin/Emulson 175km
73.5
2037
149726.85
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Culvert
-
-
-
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12.1 (IV) A (i)
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary soil Manual means, depth up to 3 m.
355.33
413
146821.12
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12.8 (A)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
72.08
3541
255304.54
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13.4 (A)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
(A) Random Rubble masonry
289.29
3468
1003503.03
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13.5.(A) (p) Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M25 using concrete mixer (height up to 5 m)
Case I Using concrete mixture
23.55
3746
88230.5
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13.5 ( C )(q)
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A PCC Grade M25
using concrete mixer (height 5 m to 10 m)
Case I Using concrete mixture
3.18
4669
14863.32
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13.8
Providing weep holes in Brick masonry / Plain / Reingorced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structre with slope of 1 V: 20H towards drawing foce. Complete as per drawing and Technical specifications
92
110
10166
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5.7.1
Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
64.38
180
11626.49
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5.8.24
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.
64.38
109
7021.6
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15.5 (RCD)
Providing and laying of Filter media with granular materia/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 m with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
15.91
3142
49997.53
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5.5.4
Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of bars to work site cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per builing specification and direction of E/I. (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
0.73
83314
60418.49
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5.5.5
Providing TMT Steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of M.S. Rods (straight or in coils) to work site, cutting bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I
-
-
-
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(a) 10 mm TMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
0.73
82096
59535.59
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(b) 12 mm TMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
0.73
80879
58652.69
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(c) 16 mm TMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
0.73
80879
58652.69
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5.1.7
Filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I.
117.87
55
6516.13
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Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
-
-
-
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(A) Coarse sand ( 1K+29P) =30KM
130.86
580
75979.12
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(B) Chips (1K+24P)=25KM
86.53
556
48122.68
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(C) Cement (15KM)
75.5
549
41457.05
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(D) Boulder(1K+24P)=25KM
289.29
523
151393.34
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(E )Steel(15KM)
2.88
549
1581.41
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Add 18% GST
1
3107769
3107769.04
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Add 1% Lebour Cess
1
203731
203731.53
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