Police Housing Corporation Limited Tender
Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
Costs
EMD
₹ 4,90,000Document Cost
₹ 10,000Tender Fee
Refer Documents
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_JPHCL_79825_1Bid Award Id
ViewTender No
JPHCL/GR 13/NIT 20/2023-24Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://http://jphcl.jhpolice.gov.in/en/home/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
3.06 Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
2530.53
157904
62.4
3.08
BExcavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections)
632.63
820333
1296.7
3.17
Construction of Embankment with approved material deposited at site from roadway, cutting, and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.Rate per cum after adding royalty@Rs 27.48/cum
2372.37
145853
61.48
3.18Cosntruction of sub-base and earthen Shoulder (Construcion of subgrade and earthen shoulders with approved material obtained from borrow pots with all lifts & leads,tranporting to site,speading , grading to required slope and compacted to meet requirement of table No. 300-2)
1186.19
155746
131.3
4.01(B)
Construction of granular sub-base by providing close graded materials , spreading in uniform layres with mortat grader on prepared surface mixing by mix in place method with front end loader at OMC ,and compacting with vibratory power roller to achive the desired density complete as per close 401.(ii) Rate per cum for grading - II Materials
950.95
1963711
2065
4.14(A)
Wet mix MacadamProviding, 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 unifrom layers with paver in sub- base/ base course on well prepared surface and compaction with vibratory roller to achieve the desired density.
1096.1
2456381
2241.03
6.02
Construction of un-reinforced , dowel jointed ,plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, Maximum size of coarse aggregate not exceeding 25mm , mixed in a batching and mixing plant as per approved mix design , transported to site ,Laid with a fixed form or slip form paver , spread , compacted and finished in a continous operation including provistion of contraction , expansion , construction and logitudinal joints filler seperation memebrane sealant primer ,joint sealant , debonding strip, dowel bar , tie rod, admixtures as per approved curing compound , finishing to lines and grades as per drawing
825.82
5030356
6091.31
8.13
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastice 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 to be level, uniform and free from streaks and holes.
250.25
146221
584.3
8.35
Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered ,LED self illumination I active mode 360 degree illumination and reflective panels with micro prismatic lenc capable of providing total internal reflection of light entering the lens face in passive mode .The marker shall support a load of 20000 kg tasted in accordence to ASTM D 4280. The marker should be resistence to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70C. Colour of lighting could be provided in red and yellow (amber ) as per requirement and typical frequency of blinking in 1Hz.. There should be current losses of less than 20 microampereas at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height ,width and length of marker shall not be less than 10x100x100 mm . Also the surface diameter of marker shall not be less than 100mm respectively. The Wt. of marker shall not be exceed 0.5 kg . Fixing will be by drilling holes on the road of shanks to go inside , without nails and using epoxy resin based adhesive and complete as directed by the engineer.
510
128163
251.3
DSR 16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. complete as per the direction of Engineer-in-charge.
-
-
-
16.91.1 60 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
1801.8
1458328
809.37
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
-
-
-
Earth/Morrum (5 KM.)
1186.19
205826
173.52
P.C.C. Road (3.75 Mtr.)
-
-
-
3.20 CASE II
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
1166.4
72666
62.3
3.06 Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
1866.24
116453
62.4
3.08B
Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections)
466.56
604988
1296.7
3.17
Construction of Embankment with approved material deposited at site from roadway, cutting, and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.Rate per cum after adding royalty@Rs 27.48/cum
466.56
28684
61.48
3.18
Cosntruction of sub-base and earthen Shoulder (Construcion of subgrade and earthen shoulders with approved material obtained from borrow pots with all lifts & leads,tranporting to site,speading , grading to required slope and compacted to meet requirement of table No. 300-2)
1652.4
216960
131.3
4.01(B)
Construction of granular sub-base by providing close graded materials , spreading in uniform layres with mortat grader on prepared surface mixing by mix in place method with front end loader at OMC ,and compacting with vibratory power roller to achive the desired density complete as per close 401.(ii) Rate per cum for grading - II Materials
729
1505385
2065
4.14(A)
Wet mix MacadamProviding, 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 unifrom layers with paver in sub- base/ base course on well prepared surface and compaction with vibratory roller to achieve the desired density.
324
726093
2241.03
6.02
Construction of un-reinforced , dowel jointed ,plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, Maximum size of coarse aggregate not exceeding 25mm , mixed in a batching and mixing plant as per approved mix design , transported to site ,Laid with a fixed form or slip form paver , spread , compacted and finished in a continous operation including provistion of contraction , expansion , construction and logitudinal joints filler seperation memebrane sealant primer ,joint sealant , debonding strip, dowel bar , tie rod, admixtures as per approved curing compound , finishing to lines and grades as per drawing
486
2960376
6091.31
8.13
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastice 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 to be level, uniform and free from streaks and holes.
216
126208
584.3
8.35
Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered ,LED self illumination I active mode 360 degree illumination and reflective panels with micro prismatic lenc capable of providing total internal reflection of light entering the lens face in passive mode .The marker shall support a load of 20000 kg tasted in accordence to ASTM D 4280. The marker should be resistence to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70C. Colour of lighting could be provided in red and yellow (amber ) as per requirement and typical frequency of blinking in 1Hz.. There should be current losses of less than 20 microampereas at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height ,width and length of marker shall not be less than 10x100x100 mm . Also the surface diameter of marker shall not be less than 100mm respectively. The Wt. of marker shall not be exceed 0.5 kg . Fixing will be by drilling holes on the road of shanks to go inside , without nails and using epoxy resin based adhesive and complete as directed by the engineer.
290
72877
251.3
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)
290
72877
251.3
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
-
-
-
Earth/Morrum (5 KM.)
874.8
151795
173.52
Culvert (2 Nos)
-
-
-
5.1.1
Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
120.6
18309
151.82
5.1.7
Earth 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.
120.6
6666
55.28
5.1.10
Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
3.77
2221
589.51
5.6.1
Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
50.25
17915
356.52
5.3.1
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level5.3.1.21:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
16.3
74951
4598.23
5.2.3
Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I.
35.72
194316
5439.85
5.3.10
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size
3.35
20388
6082.45
5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.6 Columns, Pillars, Piers, Abutments, Posts and Struts
41.41
19270
465.38
5.3.11
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 five 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).
17.64
111288
6308.87
5.3.17 Centering and shuttering including strutting, propping etc. and removal of form for5.3.17.3 Suspended floors, roofs, landings, balconies and access platform
88.2
38439
435.82
5.7.15
Provding 19mm thick water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including screening curing withall leads andlifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.
59.27
15515
261.77
5.7.11
Providing 1.5 mm thick cement punning including curing, carriage of water with all leads and lifts of water as per building specification and direction of E/I.
59.27
3226
54.43
5.5.4
Providing Tor steel reinforcement of 8 mm dia rads 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. (TMT Fe 500 (Only valid for SAIL & TATA Steel )
1.76
146216
83314.02
5.5.5
Providing Tor steel reinforcement of 10mm , 12mm & 16mm 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. (TMT Fe 500 (Only valid for SAIL & TATA Steel )
-
-
-
(a) 10 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )
1.5
123473
82096.54
(b) 12 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )
1.5
121642
80879.07
(c) 16 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )
1.76
142347
80879.07
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
-
-
-
Bricks (35 Km )
16.12
26469
1641.6
Local sand ( 3 km)
3.77
592
157.24
Coarse Sand ( 35 Km )
30.53
18556
607.8
Stone Chips ( 20 Km )
33.37
13232
396.6
Cement ( 6 Km )
16.11
7451
462.4
Steel (6 Km)
2.52
1164
462.4
Add 18% GST
1
3698348
3698348.29
Add 1% Lebour Cess
1
242447
242447.28
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements