Police Housing Corporation Limited Tender
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Costs
EMD
₹ 3,53,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_JPHCL_50410_1Bid Award Id
ViewTender No
JPHCL/GR 02/NIT 02/2021-22Tender 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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4.2 (ii)
Granular sub- base with coarse graded material (Table:- 400-2)
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 compaction with vibraroy roller to achieve the desired density, complete as per clause 401.
1134.84
-
2471.88
... More
4.12
Wet mix Macadam
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 unifrom layers with paver in sub- base/ base course on well prepared surface and compaction with vibratory roller to achieve the desired density.
504.38
-
2820.49
... More
6.2 Construction of un-reinforced, dowel jointed, plain cement concrent pavement over a prepared sub base with 43 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 from or slip from paver , spread , compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints ,joint filler, seperation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved , curing compound, finishing to lines and graded as per drawing.
1008.75
-
5953.98
... More
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.
269
-
641
... More
8.35
Road Markers/Road Stud with Lense Reflector ( Providing and fixing of road stud 100 x 100 mm, vide cl. 804.2 of MORTH (5th Revision), resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drillilng hole 30 mm up to a depth of 60 mm and dedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4 : 1973)
564.9
-
222
... More
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
-
-
-
... More
(a) Earth (3 Km)
6002.06
-
175.56
... More
Culvert (2 Nos)
-
-
-
... More
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
-
139.58
... More
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
-
50.82
... More
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
-
415.58
... More
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
-
329.83
... More
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 level :
5.3.1.2
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
16.3
-
4492.36
... More
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
-
5069.99
... More
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
-
5891.97
... More
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
-
6092.63
... More
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
-
247.16
... More
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
-
51.66
... More
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
-
79086.94
... More
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 )
-
-
-
... More
(a) 10 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )
1.5
-
77259.94
... More
(b) 12 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )
1.5
-
76041.94
... More
(c) 16 mm TMT bar FE 500 ( Only Valid for SAIL & TATA Steel )
1.76
-
76041.94
... More
Carriage of materials by truck or by any mechenical means loading,unloading & stacking etc. all complete job as per direction of E/I.
-
-
-
... More
(a) Bricks (3+30= 33 KM.)
16.12
-
1486.2
... More
(b) Local Sand (3 KM.)
3.77
-
171.88
... More
(c) Coarse sand ( 2k+33p) =35 km
30.53
-
623.4
... More
(d) Chips(3k+78p)=81 km
33.37
-
1237.96
... More
(f) Cement (87 KM.)
16.11
-
983.7
... More
(f) Steel (87 KM.)
2.52
-
983.7
... More
P.C.C. ROAD PHASE-II 209 M
-
-
-
... More
3.16
Cosntruction of embankment with approved material obtained from borrowpits with all lifts and leads ,transporting to site, spreadin, grading to required slope and compacting to meet requirement of table 300-2
470.25
-
119
... More
3.18 (i)
Cosntruction of sub-base and earthen Shoulder (Construcion od 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)
470.25
-
151
... More
4.2 (ii)
Granular sub- base with coarse graded material (Table:- 400-2)
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 compaction with vibraroy roller to achieve the desired density, complete as per clause 401.
235.13
-
2467.34
... More
4.12
Wet mix Macadam
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 unifrom layers with paver in sub- base/ base course on well prepared surface and compaction with vibratory roller to achieve the desired density.
146.3
-
2862.94
... More
6.2 Construction of un-reinforced, dowel jointed, plain cement concrent pavement over a prepared sub base with 43 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 from or slip from paver , spread , compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints ,joint filler, seperation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved , curing compound, finishing to lines and graded as per drawing.
292.6
-
5497.5
... More
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.
83.6
-
635
... More
8.35
Road Markers/Road Stud with Lense Reflector ( Providing and fixing of road stud 100 x 100 mm, vide cl. 804.2 of MORTH (5th Revision), resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drillilng hole 30 mm up to a depth of 60 mm and dedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4 : 1973)
171.38
-
220
... More
Add 12% GST
1
-
1943674.18
... More
Add 1% Lebour Cess
1
-
181409.59
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