Northern Coalfields Limited Tender
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Northern Coalfields Limited - NCL Tender
Eprocure
Opening Date16 May 2020
Closing Date3 Jun 2020
Tender Amount₹ 72,42,814 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 1,04,200Document Cost
Refer DocumentsTender 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
2020_NCL_171328_1Bid Award Id
ViewTender No
KSL/Civil/ Tender/2020-21/ETN02 Dt 11.05.2020Tender Authority
Northern Coalfields Limited ViewPurchaser Address
-Website
http://http://nclcil.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
45
-
4349.2
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
122
-
5272.65
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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 mm nominal size).
69
-
6203.45
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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).
36
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6448.45
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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete
38.9
-
179.3
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Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
43
-
447.2
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Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
19
-
329.65
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Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
435
-
364.25
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Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
212
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410.3
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars
22547
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47.8
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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
1804
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47.95
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
475
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7.2
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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock
114
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275.85
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
13
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4349.2
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
41.78
-
5272.95
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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 mm nominal size).
15
-
6203.45
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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).
41
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6448.45
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).
9.45
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4701.65
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Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete
56
-
179.3
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Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
101
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447.2
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Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform
141
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410.3
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Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers
144
-
329.65
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Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
82
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364.25
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Brick work with non-modular FALG bricks confirming to IS 12894 Class designation 7.5 Average comprssive strength etc complete in all respects in superstucture above plinth level up to floor V level Cement Mortar (1:6) 1 cement :6 Coarse Sand
20
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4181.29
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12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
407
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152.05
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6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
137
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135.75
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White washing with lime to give an even shade : New work (three or more coats)
300
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17.15
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Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
244
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54.8
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
94
-
73
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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces
23
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2623.1
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Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
440
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104.15
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Renewing glass panes and refixing existing wooden fillets: Float glass panes of thickness 4 mm
20
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602.6
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Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. (iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/ sqm).
60
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444.75
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
21.6
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210.6
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
526
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59.4
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Cold twisted bars
10408
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47.8
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
97
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322.65
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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 up to 50 m and lift upto 1.5 m.
64
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125.75
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Brick work with non-modular FALG bricks confirming to IS 12894 Class designation 7.5 Average comprssive strength etc complete in all respects in foundation and plinth Cement Mortar (1:6) 1 cement :6 Coarse Sand
4
-
3585.57
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Providing GI Pipe of (medium quality) 150mm diameter pipe
1425
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1261.39
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Providing and fixing C.I. Sluice valve(with cap) complete with bolts, nuts,rubber insertions etc. (the tail pieces if requiredwill be paid seperately): 150mm diameter ClassII
10
-
4544.5
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Providing and laying Non Pressure NP-3 class (Medium duty) RCC pipes including collar/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 450mm dia RCC pipes
40
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1652.2
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Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock
55
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275.85
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Supply, installation testing and commissioning of horizontal centrifugal
split casing pump sets with motor having following Technical specification:
Capacity:- 161 m3 / Hr, Head :- 80Mtr, Speed :- 1450 RPM, Efficiency
82%, suction x delivery flange size :- 15x100 (mm), Stage :- 02,liquid
handle: Mines water, Temp. degree:- ambient, Motor rating -
55KW/75HP, Drive- Motor drive, Speed(RPM)(SYN):-1500, Scope of
accessories: base fram, coupling and its guard, foundation nuts & bolts &
valves. Material of construction should be following types - casing:- Close
grained high tensile cast iron IS 210FG 250, Impeller - Phosphorous
Bronze to IS:28, lantern ring & Nack Ring :- Phospharous bronze to IS:28,
Shaft:- EN8, Sleeve:- Phosphorous bronze to IS:28 coupling :- Tyre type,
sealing- Gland packing and Base frame MS fabricated, Motor capacity-
75HP,RPM-1500(Syn),Phase-3, 415+-5%,Hz- 50, AC supply, Insulation Class
F horizontal foot mounted sq. cage motor as per IS 12615.effiiency
above 90%.
2
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595202.3
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Supply, installation, testing and commissioning of control panel like star
delta starter for motor having capacity-75HP, Volt- 415 volt, Hz-50, 3
phase AC Supply
2
-
96800
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Supply, installation, testing and commissining of foot valave for above
pump and motors.
2
-
13200
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Supply, installation testing and commisioning of NRV for above
specification of pump and pipe line
8
-
13365
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Total impact of GST for the purpose of CTC
1
-
-
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