MP Power Transmission Company Limited Tender
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MP Power Transmission Company Limited - MPPTCL Tender
Civil And Construction
Building Construction
Electrical and Electronics
Electrical Works
Eprocure
Opening Date16 Aug 2024
Closing Date15 Oct 2024
Tender Amount₹ 83,81,000
Costs
EMD
₹ 1,67,620Document Cost
₹ 2,360Tender Fee
₹ 989
Summary
Construction Of Control Room Building At 132 Kv S/s Vinoba Bhave. Jabalpur.
Description
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Contact
Tender Id
2024_MPPTC_364156_1Bid Award Id
ViewTender No
795Tender Authority
MP Power Transmission Company Limited ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
2.24(SOR w.e.f 01.12.2020)Filling available excavated earth (excluding hard rock/Ordinary 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.
100
7200
72
2.27.1(SOR w.e.f 01.12.2020)Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete. With hard muram having CBR 12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)
169.98
50994
300
4.1.2.3(SOR w.e.f 01.12.2020)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
24
83376
3474
5.16.6(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification")Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
3000
188700
62.9
5.16.1(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification") : Mild steel and Medium Tensile steel bars.
600
36000
60
5.1.1(SOR w.e.f 01.12.2020)Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete
36
208656
5796
5.9.1(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
94.96
18099
190.6
5.9.2.1(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel.
70
15330
219
6.5.2(SOR w.e.f 01.12.2020)Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete. Cement Mortar 1:6 (1 cement: 6 sand).
14
58170
4155
10.1 (SOR w.e.f 01.12.2020)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.
400
26000
65
4.2.1.3(SOR w.e.f 01.12.2020)Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate M 15 - Grade concrete
10
47140
4714
4.1.1.3(SOR w.e.f 01.12.2020)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 - Grade concrete
5
22355
4471
5.16.6(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification")Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
9000
566100
62.9
5.16.1(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification") : Mild steel and Medium Tensile steel bars.
1000
60000
60
5.2.1(SOR w.e.f 01.12.2020)"Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and" string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: M-20 Grade Concrete
16.26
95364
5865
5.3.1(SOR w.e.f 01.12.2020)Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. M-20 Grade Concrete
90.65
557975
6155
4.4.1(SOR w.e.f 01.12.2020)Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. M-15 (With 20mm nominal size graded stone aggregate)
5
22355
4471
5.9.3(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.
492.78
216626
439.6
5.9.5(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, girders, bressumers and cantilevers
248.8
88572
356
5.9.6(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Columns, P i l l a r s , Piers, Abutments, Posts and Struts.
203.68
95974
471.2
5.9.7(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Stairs, (excluding landings) except spiral- Staircases.
37.68
16417
435.7
10.17 (SOR w.e.f 01.12.2020)Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 16mm dia M.S. bar bent to shape as per standard drawing.
25
3700
148
6.7.3.2(SOR w.e.f 01.12.2020)Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : Having 50 kg / cm2 average compressive strength. Cement mortar 1:6 (1 cement : 6 sand)
73.54
363008
4936
13.3.1(SOR w.e.f 01.12.2020)20 mm cement plaster of mix : 1:4 (1 cement : 4 sand)
610.64
131287
215
13.8(SOR w.e.f 01.12.2020)6 mm cement plaster of mix : 1:3 (1 cement : 3 sand)
391.92
37624
96
13.2.1(SOR w.e.f 01.12.2020)15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 sand)
716.8
116121
162
9.1.1 (SOR w.e.f 01.12.2020)Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood
0.24
22020
90618
13.46(SOR w.e.f 01.12.2020)Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work
1132.81
72499
64
13.67.1(SOR w.e.f 01.12.2020)Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.
50
1400
28
13.67.2(SOR w.e.f 01.12.2020)Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre.
50
1200
24
13.64(SOR w.e.f 01.12.2020)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
50
2650
53
9.7.2 (SOR w.e.f 01.12.2020)Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to IS : 14616 and TADS 15:2001 (Part B) including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, all complete as per directions of Engineer-in- charge and panelling with panels of: 12 mm thick pre-laminated particle board (decorative lamination on both sides) grade - 1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT - I, conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre- lamination conforming to IS : 12823 Grade 1, Type - II marked:
20
57360
2868
9.109.2 (SOR w.e.f 01.12.2020)Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete: 250x16 mm
20
3900
195
9.110.2 (SOR w.e.f 01.12.2020)Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 300x10 mm
20
2280
114
9.48 (SOR w.e.f 01.12.2020)"Providing 40x5 mm flat (iron hold fast 40 cm long) (0.628 kg) including fixing to.frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size)"
60
5700
95
9.113.1 (SOR w.e.f 01.12.2020)Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 125 mm
40
3000
75
9.43.1 (SOR w.e.f 01.12.2020)Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
1000
91000
91
11.29.2.2 (SOR w.e.f 01.12.2020)Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge. Area of slab upto 0.50 sqm Coarsegrained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter
30
67740
2258
11. 78.1.1 (SOR w.e.f 01.12.2020)Providing and laying vitrified floor tiles Multi/Double charged (Minimum top layer thickness 2.0mm) Neno Polished self design, in different size with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours& shades, quality/ premium quality in flooring laid on 12mm thick cement mortar 1:4(1cement :4sand) including grouting the joints with white cement and matching pigments etc. complete In light shade glossy/ rustic /stain finished Size 600X600 mm thickness 9-10 mm
321.63
355079
1104
11.59.2 (SOR w.e.f 01.12.2020)Providing and fixing 10mm thick acid and/ or alkali resistant tiles of approved make and colour using acid and/ or alkali resisting mortar bedding and joints filled with acid and/ or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge. In dado/skirting on 12 mm thick mortar 1:4 (1acid proof cement: 4 sand).Acid and alkali resistant tile.
86.13
117825
1368
10.1 (SOR w.e.f 01.12.2020)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.
250
16250
65
10.3 (SOR w.e.f 01.12.2020)Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. Rate includes recess cutting in floor and making good the same wherever required.
8.4
34708
4132
13.69(SOR w.e.f 01.12.2020)Painting with acid proof paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work.
131.41
7621
58
10.22.1 (SOR w.e.f 01.12.2020)Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.
500
43000
86
10.25(SOR w.e.f 01.12.2020)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 and 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 cessories such as nuts, bolts, fasteners etc.)
250
105750
423
11.52 (SOR w.e.f 01.12.2020)Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand) including grouting the joints with white cement with matching pigments etc., complete.
69.08
60790
880
11.49 (SOR w.e.f 01.12.2020)Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqmincluding pointing the joints with white cement and matching pigments etc., complete.
28.14
21836
776
13.53(SOR w.e.f 01.12.2020)Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface)
667.56
86782
130
13.41(SOR w.e.f 01.12.2020)Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete.Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required.
1800.37
133227
74
21.2.2(SOR w.e.f 01.12.2020)Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides.
10
9070
907
21.5.2(SOR w.e.f 01.12.2020)"Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body /plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors , embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge :.With brass cover plate - minimum 1.25 mm thickness."
6
12432
2072
23.3.1(SOR w.e.f 01.12.2020)Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) : With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm)
13.94
10789
774
23.3.2(SOR w.e.f 01.12.2020)Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item) : With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/sqm )
10.67
10115
948
21.1.2.2(SOR w.e.f 01.12.2020)Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron)
400
138000
345
9.84 (SOR w.e.f 01.12.2020)Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality).
4
3280
820
11.72.3 (SOR w.e.f 01.12.2020)Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colourand pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/ laying of inter locking paver blocks into the 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 including locking edges in 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer'sspecifications and direction of Engineer-in- Charge. 60 mm thick C.C. paver block of M-30 grade
200
103600
518
18.6.1.1(SOR w.e.f 01.12.2020)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge...Internal work - Exposed on wall..15 mm nominal outer dia .Pipes.
50
6450
129
18.6.1.2(SOR w.e.f 01.12.2020)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge...Internal work - Exposed on wall..20 mm nominal outer dia .Pipes.
50
7650
153
18.6.1.3(SOR w.e.f 01.12.2020)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge...Internal work - Exposed on wall..25 mm nominal outer dia.Pipes.
100
17700
177
18.6.1.4(SOR w.e.f 01.12.2020)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittingsi/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge...Internal work - Exposed on wall..32 mm nominal outer dia .Pipes.
50
12700
254
18.7.3(SOR w.e.f 01.12.2020)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,..having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work.25 mm nominal outer dia .Pipes.
50
9250
185
18.7.5(SOR w.e.f 01.12.2020)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,..having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge. External Work..40 mm nominal outer dia .Pipes.
50
16200
324
18.13.1(SOR w.e.f 01.12.2020)Providing and fixing CPVC gate valve with knob of approved quality...25 mm nominal bore
4
1712
428
18.13.2(SOR w.e.f 01.12.2020)Providing and fixing CPVC gate valve with knob of approved quality.32 mm nominal bore.
4
2000
500
18.13.3(SOR w.e.f 01.12.2020)Providing and fixing CPVC gate valve with knob of approved quality.40 mm nominal bore
2
1168
584
18.32(SOR w.e.f 01.12.2020)Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore.
8
4208
526
19.4.2(SOR w.e.f 01.12.2020)Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid seperataly...160 mm diameter OD (min. wall thickness 4.0mm)
100
47700
477
17.11.10(SOR w.e.f 01.12.2020)Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :Oval shape wash basin over counter /under counter with 15 mm C.P brass pillar tap (Counter to be paid sepratly).
2
14306
7153
19.32.1(SOR w.e.f 01.12.2020)Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 sand) including testing of joints etc. complete :..100 mm dia
2
596
298
19.32.2(SOR w.e.f 01.12.2020)Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 sand) including testing of joints etc. complete :..150 mm dia
1
411
411
17.87(SOR w.e.f 01.12.2020)Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements. Weighing not less than 106 gms.
2
238
119
17.67(SOR w.e.f 01.12.2020)Providing and fixing bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
2
4880
2440
17.83.2(SOR w.e.f 01.12.2020)Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour...600mm long towel rail with total length of 645mm, width 78mm and effective height of 88mm, weighing not less than 190gms.
2
918
459
19.9.1.1(SOR w.e.f 01.12.2020)"Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :. Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :..With well burnt bricks"
10
79970
7997
12.32.2(SOR w.e.f 01.12.2020)Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed 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. 110 mm diameter (minimum wall thickness 2.2mm)
50
11900
238
17.7.1(SOR w.e.f 01.12.2020)"Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required..Single half stall urinal with 5 litre.P.V.C. automatic flushing cistern."
2
11134
5567
17.2.1(SOR w.e.f 01.12.2020)Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :..W.C. pan with ISI marked white solid plastic seat and lid
2
6072
3036
2.7.3(SOR w.e.f 01.12.2020)Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Hard rock (blasting prohibited)
30
17730
591
4.1.2.3(SOR w.e.f 01.12.2020)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
5
17370
3474
5.16.6(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification")Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
1000
62900
62.9
5.9.1(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
60
11436
190.6
5.1.1(SOR w.e.f 01.12.2020)Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete
10
57960
5796
19.31(SOR w.e.f 01.12.2020)Constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20m long complete as per standard design.
1
3172
3172
27.8.3.2 SOR PWD wef 01.12.20 ElectricSupply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- For Triple pole MCB TP 6Amp to 32Amp 10kA rating
8
5496
687
27.8.3.4SOR PWD wef 01.12.20 ElectricSupply of ISI marked and accepted standard of miniature circuit breaker (MCB) of 'C' series with short circuit indication, suitable for 240/415 Volts,50 Cycle, 10 kA/15 kA Value AC supply conforming to IS : 8828 : 1996, IEC : 60898 :2002 & 60947-2 but without enclosures :- For Triple pole MCB TP 50 Amp to 63Amp 10kA rating
4
4072
1018
27.23.2.3SOR PWD wef 01.12.20 ElectricSupply & fixing of approved make accepted standard sheet steel enclosure (dust protected) duly powder coated paint neutral bar suitable for MCB/RCBOs/MCCB of capacity as required etc. complete as per specification (exclusive of M.C.B./ MCCB/RCBOs) For MCCB 250 Amp, 3P/4P enclosure
2
5990
2995
28.4.1 SOR PWD w.e.f . 01.12.2020 (ElectFixing of MCB/MCCB/Isolator in sheet steel enclosure as required as per accepted practice, including mounting on busbar and cable connection etc. complete (labour only) MCB/Isolator SP/DP
12
96
8
28.8.1 SOR PWD w.e.f . 01.12.2020 (ElectLabour charges for fixing sheet steel enclosures, MCB/MCCBDB flush mounting type, as per accepted practice, duly embedded and end plate completely flushed in wall, cable connection etc. complete :- For item no :-27.11.1 to 27.11.7 ; 27.12.1 to 27.12.3 & 27.13.1
2
324
162
4.1.1.1 SOR PWD w.e.f . 01.12..20 ElectrPoint wiring (excluding metallic switch box & sheet but including switches, sockets, lamp holders/ceiling roses etc) with 1.5sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints etc. as required as per specification for :- Light point/fan points. Primary short point. (Using modular accessories)
30
9150
305
4.1.1.2 SOR PWD w.e.f . 01.12..20 ElectrPoint wiring (excluding metallic switch box & sheet but including switches, sockets, lamp holders/ceiling roses etc) with 1.5sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints etc. as required as per specification for :- Light point/fan points. Primary medium point. (Using modular accessories)
30
15960
532
4.1.1.3 SOR PWD w.e.f . 01.12.20 ElectriPoint wiring (excluding metallic switch box & sheet but including switches, sockets, lamp holders/ceiling roses etc) with 1.5sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in concealed rigid P.V.C. conduit (HMS) ISI marked of suitable size and 1.5sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints etc. as required as per specification for :- Light point/fan points. Primary long point. (Using modular accessories)
30
24480
816
6.1.1.1SOR PWD wef 01.12.20 ElectricPoint wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :- On separate board Short point. ( Using flush type normal accessories)
5
2515
503
6.1.1.2 SOR PWD wef 01.12.20 ElectricPoint wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :- On separate board Medium point. ( Using flush type normal accessories)
5
5155
1031
6.1.1.3 SOR PWD wef 01.12.20 ElectricPoint wiring (excluding metallic switch box & sheet) for 3 Pin 16 Amp. socket outlet point with 4sq. mm. PVC insulated cable FRLS with copper multi strand conductor ISI marked in surface rigid steel conduit ISI marked of suitable size including painting etc. with 20/16 Amp. F.T. switch &socket/S.S. combined 20/16/6 amp. of ISI marked and 4sq. mm. PVC insulated FRLS copper earth continuity conductor of green colour inside conduit, screwless connector for joints as per specification for :- On separate board Long point. ( Using flush type normal accessories)
5
8205
1641
21.1.1.1 SOR PWD wef 01.12.20 ElectricWiring for sub-mains with PVC insulated cable FRLS with copper multi strand conductor ISI marked in recessed/concealed rigid steel ISI marked conduit of suitable size (Conduit included) including accessories long neck threaded type, connection painting etc, as required as per specification. (Refer General Notes for Classification of Conduit Wiring Point No.11) 2 Wire sub main 2.5 sq. mm. cable
200
24600
123
21.1.1.2 SOR PWD wef 01.12.20 ElectricWiring for sub-mains with PVC insulated cable FRLS with copper multi strand conductor ISI marked in recessed/concealed rigid steel ISI marked conduit of suitable size (Conduit included) including accessories long neck threaded type, connection painting etc, as required as per specification. (Refer General Notes for Classification of Conduit Wiring Point No.11) 2 Wire sub main 4.0 sq. mm. cable
200
27800
139
30.6.2 SOR PWD wef 01.12.20 ElectricSupplying, erecting and testing of approved make exhaust fan heavy duty with mounting frame, blades AC 230-250 complete connection and including, frame bolt/anchor hole fasteners etc. complete finished and as required.380mm sweep RPM 900 /1400
2
5074
2537
30.4.3SOR PWD wef 01.12.20 ElectricSupplying, erection and testing of approved make 'Fresh air fan' AC 230-250 volts with connection and including frame bolt/anchor hole fasteners etc. complete finished and as required. 300 mm sweep bush type
2
2226
1113
30.1.2 SOR PWD wef 01.12.20 ElectricSupplying, erection and testing of approved make electric Ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, Aluminium blades, without regulator, A.C. 230-250 volts including connections with all necessary material complete of approved as required confirming to IS :374/2019 with upto date amendments.Ceiling Fan (ISI marked)-1200 mm Sweep, with minimum air delivery 210 m*3/min and service value = 4.00 as per BEE..
12
20016
1668
31.3.3 SOR PWD wef 01.12.20 ElectricalSupply and fixing Led tube rod comprising of LED tube with non-integral/integral driver, upto 6500K color temp having 40000 burning hrs life with minimum @ L 70, system lumen output should be minimum with system efficacy 100 lm/Watt. LED driver PF 0.95 & THD 20%. The colour rendering index of LED light should be more than 70. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job.Tube light LED 1 X 18Watt, Integral i/c batten aluminium body, PC diffuser.
30
21390
713
2.6(SOR w.e.f 01.12.2020)Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil
86.4
11145
129
4.1.2.3(SOR w.e.f 01.12.2020)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate. M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate
6.8
23623
3474
5.16.1(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification") : Mild steel and Medium Tensile steel bars.
333
19980
60
5.16.6(SOR w.e.f 01.12.2020)Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete . (Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3.Couplers shall be conforming to IS code on "Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification")Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786
2350
147815
62.9
5.1.1(SOR w.e.f 01.12.2020)Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete
45.1
261399
5796
5.9.1(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level
148.9
28380
190.6
5.9.2.1(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) in cluding attached pilasters butter esses, plinth beams and string courses etc. Uptoplinthlevel.
53.7
11760
219
5.2.1(SOR w.e.f 01.12.2020)"Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and" string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement: M-20 Grade Concrete
3.83
22462
5865
5.9.6(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Columns, P i l l a r s , Piers, Abutments, Posts and Struts.
58
27329
471.2
4.2.1.3(SOR w.e.f 01.12.2020)Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregate M 15 - Grade concrete
0.9
4242
4714
5.9.16(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form for: Small lintels not exceeding 1.5m clear span, mouldingas incornices, window, sills, courses, bands, copings, bed plates, anchor blocks and the like.
8.36
1596
191
40 NSORBrickwork in plinth & foundation of Boundary wall with fly ash lime bricks (FALG bricks) having 75 Kg per sq cm average compressive strength conforming to IS:12894-2002, in cement mortar 1:6 , including cost of all material, labour, T&P, taxes, transportation ,curing etc. complete as per direction of Engineer in charge.
19.69
86498
4393
6.7.2.2(SOR w.e.f 01.12.2020)Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in : Having 75 kg / cm2 average compressive strength. Cement mortar 1:6 (1 cement : 6 sand)
21
106029
5049
13.2.2(SOR w.e.f 01.12.2020)15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement : 6 sand)
258
38184
148
13.3.2(SOR w.e.f 01.12.2020)20 mm cement plaster of mix : 1:6 (1 cement : 6 sand)
238
46886
197
13.53(SOR w.e.f 01.12.2020)Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface)
516.75
67177
130
10.1 (SOR w.e.f 01.12.2020)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.
266
17290
65
13.64(SOR w.e.f 01.12.2020)Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
9.5
503
53
2.24(SOR w.e.f 01.12.2020)Filling available excavated earth (excluding hard rock/Ordinary 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.
50
3600
72
10.36 (SOR w.e.f 01.12.2020)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 2.4m or 3.00m 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 (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost ofM.S. angle, C.C. blocks shall be paid separately).
100
27500
275
45 NSORP&F Barbed wire (9.38 Kg per 100 M min.) to MS Angle Iron posts including screwing with GI tying wire staples or steel pins I/c cost of wire, staples pins etc. as per the direction of Engineer-In- Charge
300
2400
8
2.6(SOR w.e.f 01.12.2020)Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil
30
3870
129
34 NSORSupply, stacking, spreading and hand packing for road works, 80mm over size metal black trap, basalt or granite free from dust & foreign materials including all lead and lift, stacking, boxing, labour charges, T&P,transportation from approved quarry or crusher to site, royalty charges etc. complete as per direction of Engineer-in-charge.
28.8
23961
832
2 NSORSupplying and spreading in EHV Substation yard or road works with hard moorum/ hard copra having maximum dry desnsity not less than 2 MT per cum with stacking, boxing , including cost of material, T&P, Royalty, all lead & lift etc. complete in layers not exceeding 200 mm , as per specifications and direction of Engineer-in-Charge. but excluding compaction
14.1
3807
270
10 NSORCompaction of moorum /earth by using SRR/DRR including hire & running expenses of roller, cost of water, T&P, labour, transportation, taxes etc. complete as directed by Engineer in charge.
4.5
99
22
11 NSORConsolidation of oversize metal by SRR / DRR with spreading of Moorum including hire & running expenses of roller with cost of water, T&P, Labour, transportation, taxes etc. complete,
28.8
2966
103
4.3.1(SOR w.e.f 01.12.2020)Centering and shuttering including strutting, propping etc. and removal of form work for : Upto plinth: Foundations, footings, bases for columns, plinth beams, curtain walls, columns below plinth.
9
1521
169
4.1.1.3(SOR w.e.f 01.12.2020)Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate. M-15 - Grade concrete
20.25
90537
4471
37 NSORProviding & Fixing in position LDPE Film of 150 micron (0.15 mm ) , ISI mark- 2508 (Grade 231) , including heat sealed joints at ends as per IS 9698 including cost of all material, labour, T&P, taxes, transportation etc. complete as directed by Engineer in charge
135
3375
25
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