Projects And Development India Limited Tender
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Costs
EMD
₹ 29,00,000Document Cost
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Description
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Contact
Tender Id
2019_PDIL_474470_1Bid Award Id
ViewTender No
PNPM/EM251/E/S-202RTender Authority
Projects And Development India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
All kinds of soil
35000
4410000
126
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations, watering and compacting to required density etc. and re-rolling the sub grade and disposal of surplus earth within plant boundary.
75000
6750000
90
Supplying and stacking at site with Laying, spreading and compacting stone aggregate of specified sizes in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
-
-
-
90 mm to 45 mm size stone aggregate
19000
33915000
1785
Providing, laying, spreading and compacting graded crushed aggregate wet mix macadam including pre-mixing the material to OMC in the mechanical mix (Pug mill), carriage of materials to the site etc. complete. The wet mix to be laid in uniform layers, rolling/compacting with 10T vibratory roller including scrapping the existing surface wherever required as directed.
15000
31980000
2132
Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, rolling & lead anywhere within plant boundary and lift up to 1.5 m.
-
-
-
All kinds of soil
26300
1630600
62
Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required.
-
-
-
Water bound macadam
2000
2814000
1407
Dismantling manually/ by mechanical means (irrespective of thickness) including stacking of serviceable material and disposal of unserviceable material within plant boundary as per direction of Engineer-in-charge.
-
-
-
Water bound macadam
100
9100
91
Bituminous road
100
17700
177
Disposal of moorum/ building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-Charge.
100
21000
210
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
-
-
-
On W.B.M / W.M.M. @ 0.4kg/sqm
72000
936000
13
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).
-
-
-
With paving Asphalt grade VG - 30 with no solvent
72000
9936000
138
PART B - DRAINS & CULVERTS
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains, including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed within plant boundary..
-
-
-
All kinds of soil (lift up to 1.5 m)
21500
3139000
146
All kinds of soil (lift up to 3 m)
100
19800
198
All kinds of soil (lift up to 4.5 m)
885
221250
250
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead within plant boundary and lift up to 1.5 m.
3100
390600
126
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
1900
8508200
4478
1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
50
246350
4927
1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size).
30
161700
5390
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
-
-
-
All works up to plinth level
7500
48345000
6446
All works above plinth level
25
181250
7250
Providing M-30 grade concrete instead of M-25 grade as in Sr. No. 13 BMC/RMC (all works up to floor V level)
406
2971920
7320
Centring and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc.
2200
426800
194
Walls (any thickness)
63000
23814000
378
Supplying & providing steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more.
630000
35910000
57
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
8600
16408800
1908
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 :
-
-
-
300 mm dia. R.C.C. pipe
100
51900
519
600 mm dia. R.C.C. pipe
100
139700
1397
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete
-
-
-
450 mm dia. R.C.C. pipe
100
193600
1936
600 mm dia. R.C.C. pipe
100
251800
2518
Supplying, de-rusting by shot blasting fabricating, erecting, hoisting and fixing in position structural steel work in rolled steel joints, channels, angles tees, flats, insert plates, lattice members built up / compound sections in columns, portals, girders, beams, bracings, trusses, purlins, rafters, staircase, steps, hand-railings, walkway, cat ladder with cages, toe plates, side walling, trestles, Conveyor gantries etc. Including gusset plates, anchor plates etc., including site and shop fasteners, riveting, bolting, welding at shop or work site at all heights etc. & epoxy painting complete as per drawing and direction of Owner / Consultant.
2
161000
80500
Demolishing cement concrete manually/ by mechanical means including disposal of material within plant boundary as per direction of Engineer - in - charge
-
-
-
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
5
4985
997
Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
8
4920
615
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within plant boundary as per direction of Engineer-in charge.
-
-
-
In cement mortar
16
13488
843
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