Police Housing Corporation Limited Tender
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Costs
EMD
₹ 2,24,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_JPHCL_61126_1Bid Award Id
ViewTender No
JPHCL/GR 20/NIT 07/2022-23Tender 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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3.17(i) Construction of embankment with approved materials 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.
764.44
-
51
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3.16 (i) Embankment Construction with material Otained from Borrow Pits (Construction of Embankment with approved material obtained from borrow pits with all lifts and leads transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300-2) (i) Rolling With Vibratory Roller
1554.36
-
111
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5.3.2.2
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)
30
-
5444.32
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6.2 Cement concrete Pavement (Construction of un-reinforced ,dowel jointed,Plain cement concrete pavement over 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 25 mm, 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 provision of contraction, expansion, construction and longitudinal joints,joint filler,seperation membrane.As per the direction EI
345
-
5169.45
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16.68/D.S.R
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. DSR 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
540
-
877.82
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DSR16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
10.8
-
7477.42
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RCD SOR / 4.2 (i)
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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) for grading- II Material
339.75
-
2169.75
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RCD SOR / 4.12(i)
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.
337.13
-
2209.02
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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
120
-
184.61
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Carriage of materials from source to site work including loading & unloading all complete job as per specification and direction of E/I
-
-
-
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(D) Coarse sand ( 1K+9P= 10 Km)
13.5
-
281
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(E) Stone Chips (25 km)
27
-
457
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(F) Cement (5 km)
9.96
-
319.5
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Earth(5 km)
1554.36
-
186.87
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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.
75
-
641
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8.4(iv) 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
9.38
-
6188
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8.5 Direction and Place Indentification sign upto 0.9 sqm Size Board (Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over alluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron Post 75mmx75mmx16mm Firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm, 60 cm below ground level as per approved drawing
3.75
-
11229
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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)
300
-
222
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Garden,Lawn And Plantation of trees.
-
-
-
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11.5+11.6 (Morth 307)
Turfing Lawn With Fine Grasses Including Ploughung, Dressing, Including Breaking of clods,removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying spreading of farm yard manure at rate of 0.6 cum per 100 sqm. Including Maintenance of Lawns with fine grassing for the first year.
500
-
80.3
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11.7(a+b) Morth 307
Planting and Maintaining(for one year) Permanent hedges including Digging of trenches,60cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart.
500
-
435
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11.9 Morth(307) Planting of trees by the road side (Avenue Trees) in 0.60 m dia holes, 1 m deep dug in the ground mixing the soil with decayed farm yard / sludge manure, planting the saplings backfilling the trenches, watering,fixing the tree guard and maintaining the plants for one year.
200
-
771
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Round About
-
-
-
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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.
19.61
-
139.58
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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)
19.61
-
50.82
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5.1.10
Providing coarse clean sand in filling 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)
6.14
-
415.58
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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
40.89
-
329.83
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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)
6.14
-
4858.76
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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
13.98
-
184.61
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5.2.3
Providing designation 75A brick work in CM (1:6) in Foundation and plinth 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.
16.22
-
5069.99
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Providing 12mm 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.
44.67
-
169.2
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DSR 10.28
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners
etc.).
50
-
531.49
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DSR8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
-
-
-
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DSR 8.10.2
Granite Stone of approved shade
44.64
-
3075.55
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DSR8.6 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
44.67
-
362.52
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DSR8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc.
complete as per design approved by Engineer-in-Charge. DSR8.3.2 Granite work
100
-
363.6
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16.68/D.S.R
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. DSR 16.91.2
80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
43.56
-
877.82
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DSR16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
0.22
-
7477.42
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11.5+11.6 (Morth 307) Turfing Lawn With Fine Grasses Including Ploughung, Dressing, Including Breaking of clods,removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying spreading of farm yard manure at rate of 0.6 cum per 100 sqm. Including Maintenance of Lawns with fine grassing for the first year.
30
-
80.3
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11.7(a+b) Morth 307 Planting and Maintaining(for one year) Permanent hedges including Digging of trenches,60cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart.
25.8
-
435
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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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(B) Bricks(51 km)
6.59
-
1931.4
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(D) Coarse sand ( 1K+9P= 10 Km)
20.43
-
281
... More
(E) Stone Chips (25 km)
5.28
-
457
... More
(F) Cement (5 km)
3.94
-
319.5
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Culvert 1 Nos.
-
-
-
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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.
177.66
-
415
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12.8 (A)
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
36.04
-
4622.12
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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
144.65
-
2899
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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
11.78
-
4852.88
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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
1.59
-
5814.87
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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
46
-
100
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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
32.19
-
169.18
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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.
32.19
-
102.42
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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.
7.96
-
1699
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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)
0.36
-
79086.94
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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)
0.36
-
77259.94
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(b) 12 mm TMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
0.36
-
76041.94
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(c) 16 mm TMT bar FE 500 (Onaly valid for SAIL, TATA Stee, JSPL, Electro Steel Ltd and Vizal Steel)
0.36
-
76041.94
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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.
58.94
-
50.82
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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.
-
-
-
... More
(D) Coarse sand ( 1K+9P= 10 Km)
65.43
-
281
... More
(E) Stone Chips (25 km)
43.27
-
457
... More
(F) Cement (5 km)
37.75
-
319.5
... More
(F) Stone Boulder(25 km)
144.65
-
457
... More
Drain(300 Metre)
-
-
-
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5.1.1
Earthwork 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 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I.
300
-
139.58
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5.1.10
Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)
22.5
-
415.58
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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)
37.5
-
4492.36
... More
5.6.1
Providing designation 75 A one brick flat soling joints filles with local sand including cost of watering taxes royalty all complete as per building specefication and direction of E/I
300
-
329.83
... More
5.2.6
Providing designation 75 B 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, curing, taxes and royalty all complete as per building specification and direction of E/l.
180
-
2575.32
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5.3.1
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level:
5.3.1.1 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm
nominal size).
5.63
-
4858.76
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5.3.17 Centering and Shuttering including struting, propping etc. and removal of form for 5.3.17.1 Foundation, footing,bases of column, etc. for mass concrete.
270
-
184.61
... More
5.3.4 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings, etc. as per approved pattern and setting in position with cement mortar 1:3( 1 cement:3 coarse sand), inclidng cost of required centering, shuttering complete. 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm
nominal size).
30
-
5105.75
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5.5
Providing TMT 8 mm reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (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.
1.5
-
79086.94
... More
5.5.4
10 mm dia (50 %of total reinforcement)
1.5
-
77259.94
... More
5.7.3
Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I
945
-
153.24
... More
5.7.11
Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and d
945
-
51.66
... More
DSR19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6.7 600 mm dia. R.C.C. pipe
500
-
1821.36
... More
Cairage Of Meterial
-
-
-
... More
(D) Coarse sand ( 1K+9P= 10 Km)
159.21
-
281
... More
(E) Stone Chips (25 km)
61.05
-
457
... More
(B) Bricks(51 km)
82.83
-
1931.4
... More
(F) Cement (5 km)
36.31
-
319.5
... More
(G) Steel (5 km)
3
-
319.5
... More
Add 18% GST
1
-
1687584.13
... More
Add 1% Lebour Cess
1
-
110630.52
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