Police Housing Corporation Limited Tender
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Costs
EMD
₹ 2,74,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Outer Boundary Wall 2 Of High Security Jail In The District Of Hazaribagh
Description
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Contact
Tender Id
2024_JPHCL_89622_1Bid Award Id
ViewTender No
JPHCL/GR 31/NIT 08/2024-25Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://http://jphcl.jhpolice.gov.in/en/home/
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Documents
BOQ Items
5.6.1 Providing designation 75 A one brick flat soling joints files with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I
687.44
245087
356.52
5.3.1.2 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level
1:2:4 (1 cement : 2 coarse sand (zone -III ) : 4 graded stone aggregate 20 mm nominal Size)
51.56
237077
4598.23
5.3.1.1 Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level
1:1.5:3 (1 cement : 1.5 coarse sand (zone -III ) : 3 graded stone aggregate 20mm nominal Size)
158.32
785528
4961.73
5.3.17.1 Centering and Shuttering including strutting, propping etc. And removal of form for Foundation, footing, bases of column, etc. For mass concrete
787.8
153227
194.5
5.3.10 R.C.C. Work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, column, pillars, piers, abutments, posts and stru 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 nominal size)
37.12
225765
6082.45
5.3.17.6 Centering and Shuttering including strutting, propping etc. And removal of form for Column, Pillars, Piers, Abutments, posts and Struts
509.04
236897
465.38
5.3.11 R.C.C. Work in beams, suspended floors, roofs having slope upto 15° landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and spiral stair cases 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 nominal size)
62.56
394698
6308.87
5.3.17.21 Centering and Shuttering including strutting, propping etc. And removal of form for Lintel, beams. Plinth beams, girders, bressumers and cantilevers with water proof ply 12mm thick
577.5
236422
409.39
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.
41.25
224393
5439.85
5.3.5 Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 cement : 2 coarse sand (zone III) : 4 graded stone aggregate 20mm nominal size).
68.75
19136
278.35
5.2.14 Providing designation 75 A brick work in C.M. (1: 6) in superstructure 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 curing, taxes and royalty all complete as per building specification and direction of E/I.
235.84
1236780
5244.08
5.2.50 Poviding designation 100A brick work with fly ash lime brick (FLAG) conforming to IS 12894-1990 (9"X4.5"X3") in Cm (1:3) in superstructure with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
101.08
489313
4841.06
5.7.3 Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 on inside wall 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
3019.92
500702
165.8
5.7.21 Making 6x6 mm Groove in plaster surface over walls trully horizantal and vertical as specified as regular interval , at all heights including claening finishing scaffoolding and curing with all leads and lifts of water all complete as per building specification and direction of E/I.
1541.4
161353
104.68
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)
13.61
1133528
83314.02
5.5.5 Providing Tor Steel reinforcement of 10mm , 12 mm & 16 mm dia bars 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 building specification and direction of E/I
9.29
762505
82096.54
5.5.5 12 mm -20mm (TMT coil Fe 500) (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
23.01
1861148
80879.07
D.S.R. 13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface
to prepare the surface even and smooth complete.
3019.92
384737
127.4
DSR 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20
kg/ 10 sqm)
3019.92
395941
131.11
Material + 10% C.P. Supplying M.S. Angle Post 50 x 50 x 6mm Size as per building specification and direction of E/I.
2.36
176587
74717.5
5.5.24 Labour for cutting of M.S. angle iron post to required length& fixing in column , one end spitted as fishtailed in length of 150mm complete as per building specification & direction of E/I.
202
5696
28.2
5.5.23 Drilling 6 mm dia holes M.S. angle iron for fixing of staples etc. as per building specification & direction of E/I.
1818
16398
9.02
5.5.30 Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm square bars fitted on 25x25x6mm M.S Angle frame including cost of fabrication , providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/l. (where steel is not supplied by the dept.)
1764
209880
118.98
5.8.41 Providing primer one coat of red lead paint of approved make over steel surfce including preparing the surface after cleaning removing dust , dirt. Scales smokes & grease & cleaning the surface throughly including cost of scaffolding & taxes all complete as per building specification & direction of E/I. ( Mode of measurement of area shall be multiple by the co-efficient as indicated in building specification.)
111.46
6438
57.77
5.8.45 Providing two coats of synthetic enamel paint of approved shade and made over steel surface including cleaning the surface thoroughly including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I
111.46
7360
66.04
DSR 16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
550
168740
306.8
5.3.32.3 Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063).
77.7
414520
5334.89
5.1.7 Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
995.41
55026
55.28
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
-
-
-
Fly Ash Brick (32 km)
41.04
63032
1536
Brick ( 1k+21p) =22 km
134.84
166394
1234
Local Sand (3 Km)
61.58
9682
157.24
Coarse sand (25 km)
311
145237
467
Stone chips (12 km)
271.37
77059
283.96
Cement ( 4 KM.)
172.79
76856
444.8
Steel ( 4 KM.)
46.44
20656
444.8
Add 18% GST
1
2067359
2067359.94
Add 1% Lebour Cess
1
135526
135526.93
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