Central Coalfields Limited Tender
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Costs
EMD
₹ 3,70,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CCL_306154_1Bid Award Id
ViewTender No
GMAC/SOC/Tender/23-24/185/1321Tender Authority
Central Coalfields Limited ViewPurchaser Address
-Website
http://http://www.centralcoalfields.in
GEM & Bid Advisory Services
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BOQ Items
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete 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 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 continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ).
790.63
5012562
6340
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2).
704.38
133126
189
Part-B: (Internal Road ): Compacting Original Ground: Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) Rolling with vibratory roller
191.25
7076
37
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 compacting with vibratory roller to achieve the desired density, complete as per clause 401). for grading- I Material.
255
503370
1974
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.).
127.5
451605
3542
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete 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 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 continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ).
281.25
1783125
6340
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2).
202.5
38272
189
Part-C: (External Drain ): Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50m. All kinds of soil.
600.88
127415
212.05
Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete
31.63
26663
843.12
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 : 6 graded stone aggregate 20 mm nominal size)
63.25
291388
4606.93
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 : 3 graded stone aggregate 20 mm nominal size)
226.41
1574637
6954.92
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars.
15915.61
1159133
72.83
Part-D: (Boundary Wall): Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50m. All kinds of soil.
261.84
55522
212.05
Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete
15.07
12708
843.12
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 : 8 graded stone aggregate 40 mm nominal size)
26.88
141255
5254.42
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 : 3 graded stone aggregate 20 mm nominal size)
116.43
809728
6954.92
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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
7.91
66895
8454.35
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars.
8450.24
615430
72.83
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
406.18
96888
238.54
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
261.13
121971
467.1
Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
379.8
230177
606.05
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
110.98
556605
5015.45
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
78.34
506013
6459.41
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
1883.13
387497
205.77
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
1955
148540
75.98
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
2043.24
166667
81.57
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
95.96
9997
104.18
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 2.4 m 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)
575
142761
248.28
Part-E: (Internal Drain ): Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50m. All kinds of soil.
627
132955
212.05
Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete
33
27822
843.12
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 : 6 graded stone aggregate 20 mm nominal size)
66
304057
4606.93
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 : 3 graded stone aggregate 20 mm nominal size)
236.25
1643099
6954.92
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars.
12790.22
931511
72.83
Part-F: (Deep Boring with Solar Pump Set ): Cost of drilling 200 mm x 165 mm x 125 meter deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic DTH Rig machine all complete including supplying all materials, tools drilling rig, Air compressor and equipments, as well as fuel. lubricants and cost of transportation of Rig machine and other vehicles up to the site. From 0.00 M to 50.00 M Below G.L
100
92571
925.71
50.00 M to 125.00 M Below G.L
150
165192
1101.28
125.00 M to 235.00 M Below G.L
220
242281
1101.28
Supplying all tools, tackles and lowering of 200mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe all complete job (Basic rate)
60
97566
1626.1
Supplying & Fitting Ms Cap over 200mm dia casting pipe as per direction of E/I for safety of drilled bore including provision of guard for safety of the same till returned final.
2
2323
1161.5
Providing and fixing UPVC column pipes including all threaded fittings. This includes jointing of pipes & fittings and testing of joints complete as per direction of Engineer in Charge. 50 mm nominal outer dia Pipes.
220
141831
644.69
Supplying of Plastic rope 20 mm dia
240
8784
36.6
Labour charges for lowering of 100mm PVC pipe, submersible pump, motor, pump, cable, adopter etc. with testing of electric line electrician, helper etc all complete job.
2
5112
2556.46
Part-G: (Pump House and Bathing Platform ): - Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m 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 soil as directed, within a lead of 50 m. All kinds of soil
25.08
5318
212.05
Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete
2.32
1952
843.12
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 : 8 graded stone aggregate 40 mm nominal size)
3.43
18033
5254.42
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 : 3 graded stone aggregate 20 mm nominal size)
6.46
44912
6954.92
Brick work with common burnt clay F.P.S. (non modular) bricks of
classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
1.8
9027
5015.45
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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.75
23249
8454.35
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 up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
10.35
91037
8798.05
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars
1955.52
142420
72.83
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
22.12
5276
238.54
Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
11
6666
606.05
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
36.4
17002
467.1
Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform
60.46
35014
579.14
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
16.23
104836
6459.4
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
213.32
43894
205.77
6 mm cement plaster of mix : 13.16.1 1:3 (1 cement : 3 fine sand)
67.76
12652
186.73
Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)
281.08
21356
75.98
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
8.36
1452
173.71
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
15.13
6686
442.07
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 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)
60
5564
92.74
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 flats 30x6mm for diagonal braces and central cross piece
7.08
25910
3659.69
Providing and fixing M.S. grills of required pattern in frames of
windowsetc. with M.S. flats, square or round bars etc. including priming coat withapproved steel primer all complete.Fixed to steel windows by welding
57.6
8123
141.04
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
15.93
2365
148.49
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1
cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth
12.42
7437
598.86
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 32 mm nominal outer dia Pipes.
100
63135
631.35
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal outer dia Pipes
50
20500
410
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes
50
16638
332.76
Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
12
5534
461.22
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) . 25 mm nominal bore
4
1603
400.86
Providing and fixing Ist quality ceramic glazed wall tiles conforming to 18:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados.over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) andjointing with grey cement slurry@ 3.3kg per sqm. including pointingin white cement mixed with pigment of matching shade complete.
21.6
21060
975.02
Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc, complete.
7.91
7590
960.12
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
8000
80320
10.04
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)
12.6
8011
635.84
Open surface drain
30
218680
7289.36
Part-H: (Electrical items ): Supplying and commissioning of Solar submersible pump 150mm dia (with bronze impeller) upto 33stage 3.0HP Supplying, installation and commissioning of control panel consist of voltmetre, ammeter, ON/OFF switch, AC, DC starter Three phase cum water level guard etc all complete 3.0 HP Submersible pump with 330 watt solar plate 9 pc as per direction of E/I
2
536613
268306.5
Supplying, flat flexible submersible cable with, copper conductor, PVC insulated and PVC Sheted 3 core 4sqm
220
35774
162.61
Part-I: (Well ): Supplying labour and equipment for drilling well vide classification of soil Item-A including removing the spoils to a safe distance upto 50m from the edge of the well all complete as per specification and direction of E/I. A). E/W upto 3metre depth below G.I (Classification of soil
471.24
119694
254
1st lift
157.08
43955
279.83
2nd lift
157.08
48012
305.66
3rd lift
157.08
52070
331.49
4th lift
157.08
56127
357.32
5th lift
157.08
60185
383.15
6th lift
157.08
64242
408.98
7th lift
157.08
68299
434.81
Supplying materials and labour for providing following masonry work in cement mortar (1:6) in steining well of the well and in the parapet and well around in the platform including shuttering scaffolding if needed and providing adequate number of weep holes from bottom upto 4.5m below G. L. etc. all complete as per specification and direction of E/1. (i). Rough dressed stone masonry in CM (1:6)
68.04
318362
4679.38
1st lift
22.68
106917
4714.5
2nd lift
22.68
107713
4749.62
3rd lift
22.68
108510
4784.74
4th lift
22.68
109306
4819.86
5th lift
22.68
110103
4854.98
6th lift
22.68
110899
4890.1
7th lift
22.68
111695
4925.22
Supplying materials and labour for providing following masonry work in cement mortar (1:6) in steining well of the well and in the parapet and well around in the platform including shuttering scaffolding if needed and providing adequate number of weep holes from bottom upto 4.5m below G.L etc. all complete as per specification and direction of E/I. i). in parapet well and drail above G.L (ii) Brick work with designation 75B (1:6)
17.01
79144
4653.15
Supplying materials and labour for providing RCC well curb (1:2:4) including centering and shuttering but excluding the cost the cost of reinforcement all complete job as per specification and direction of E/I.
11.34
58687
5175.6
Providing Tor steel reinforcement of 10mm., 12mm & 16 mm. dia bars as per approved design and drawing -do-do-a) 10 mm (TMT coil Fe 500)
907.13
66066
72.83
Supplying materials and labour for 12mm thick cement plaster (1:4) cement mortar with neat cement punning on parapet including scaffolding and curing etc.
144.79
39089
269.98
Providing designation 75B one brick flat soling-do-
32.99
22368
678.1
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
32.99
14582
442.07
Total impact of GST for the purpose of CTC
1
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