Irrigation Department Tender
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Costs
EMD
₹ 21,11,069Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Construction Of 4 Nos Of Smi Schemes Under Pmksy _hkkp_smi For The Year 2022_23 _package No 4_ Elis From Kopili River At Baghjap Gp Pt No.2 Znd 3 Under Pmksy_hkkp_smi For The Year 2022_23
Description
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Contact
Tender Id
2023_ID_32974_4Bid Award Id
ViewTender No
28_SMI_2023_24 date_11_10_23Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://https://irrigation.assam.gov.in/
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Documents
BOQ Items
Item No.3: Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
38.88
-
826.7
Item No.4: Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.
31.68
-
13394.94
Item No.5: Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) (ii) With 38 mm thick wood plank
123.3
-
388.66
Item No.6: RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Footing, Post, Beam, Slab, Wall
24.94
-
12743.89
Item No.7: 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1:4
91.92
-
290.5
Item No.8: Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).
29.1
-
791.95
Construction of RCC Canal
Construction of RCC Main Canal 1
-
-
-
Item No. 1 : Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.
In ordinary soil
3927.5
-
714.96
Item No. 2 : CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 25 mm including curing, dewatering with timbe shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
235
-
10232.29
Item No. 3 : Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
2115
-
826.7
Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.
1227.03
-
13394.94
Item No. 5 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered).
(Abutment / Return Wall / Piers / Pedestal etc.)
12402.5
-
388.66
Item No. 6 : River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc. complete as directed as specified.
934.65
-
2086.97
Item No. 7 : RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
1685.14
-
12743.89
Item No. 8 : 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1:4
7670
-
290.5
Item No. 9 : Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10.0 M apart including laying, fitting the compound in proper position, etc. complete as directed.
649.5
-
555.51
Construction of RCC Branch Canal
-
-
-
Item No. 1 : Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.
In ordinary soil
810
-
714.96
Item No. 2 : CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 25 mm including curing, dewatering with timbe shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
60
-
10232.29
Item No. 3 : Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing.
360
-
826.7
Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.
278.01
-
13394.94
Item No. 5 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered).
(Abutment / Return Wall / Piers / Pedestal etc.)
3325
-
388.66
Item No. 6 : River sand filling in plinth, canal bed, canal slopes, bases of structure, etc in layers not more than 150 mm thick including necessary carriage, watering etc. complete as directed as specified.
162.75
-
2086.97
Item No. 7 : RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
383.23
-
12743.89
Item No. 8 : 12 mm cement plastering including clearing surface and curing complete as directed. In prop. 1:4
1620
-
290.5
Item No. 9 : Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10.0 M apart including laying, fitting the compound in proper position, etc. complete as directed.
132
-
555.51
Bank protection work including stagging
-
-
-
Item No. 1 : Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the a
pproved drawing and complete as directed and specified.
In ordinary soil Supporting post
24
-
729.21
Item No. 2 : CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 25 mm including curing, dewatering with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
3.6
-
10436.26
Item No. 3 : RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
6.36
-
12997.93
Item No. 4 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.)
103.2
-
396.41
Item No. 5 : 12 mm cement plastering including clearing surface and curing, complete as directed. In prop. 1:3
69.12
-
314.96
Item No. 6 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed.
9.54
-
13661.96
Item No. 7 : Collection and supply of blasted boulder of size 25 cm to 30 cm including stacking at quarry site, complete as directed.
114
-
3976.17
Item No. 8 : Labour charge for pitching with one man size boulder including dressing and ramming the seat to proper size and slope, pitching etc. with local carriage of boulders from a distance of 60 M with lift upto 3 M, complete as directed.
114
-
897.15
Item No. 9 : Construction of 1.50 M x 1.00 M rectangular boulder sausage including supplying of materials with 25 cm to 30 cm size boulders collecting from a lead of 25 KM encased in 15 cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18 cm in size tied with 8G galvanized tying wire at 30 cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 (one) no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20 M apart driven at least 0.60 M below ground and tying with sausage etc, all complete as directed.
38
-
10960.57
Item No. 10 : Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).
950
-
807.74
Construction of Approach Road
-
-
-
Item No. 1: Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by cart carriage for a minimum distance of 1 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).
450.8
-
706.75
Item No. 2 : Collection and supply of sand gravel (40% sand and 60% gravel of size 25 mm to 60 mm) free from dust and dirt including stacking in measurable stacks at quarry site and making payment of forest royalty etc. as directed complete. (Quarry distance = 50.00 Km)
43.12
-
3274.16
Item No. 3 : Labour charge for spreading of hard river gravel or broken stone of size 13 mm to 38 mm to the required thickness including dressing and ramming the seat before laying the materials as directed with a lead upto 30 M and lift upto 1.5 M complete as directed.
43.12
-
477.93
Construction of Sign Board
-
-
-
Item No. 1 : Supply of sign board made of 1.60mm thick MS iron sheet fitted with steel frame of size 1.05 m x 0.75m fixed with 2 Nos. 50mm dia GI (medium) pipes 2.10m above and 0.60m below ground fitted with C.C. work in proportion 1:3:6 and size 0.45m x 0.45m x 0.60m below ground including painting with approved paint including writing letters complete as directed.
2
-
12875.68
Construction of Canal Structures (for 8+9=17 nos)
Construction of Cattle Crossing ( 1.25m Clear Span)
-
-
-
Item No. 1 : Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing ground level as mentioned in the approved drawing and complete as directed and specified.
140.25
-
714.96
Item No. 2 : CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 25 mm including curing, dewatering with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
10.71
-
10232.29
Item No. 3 : CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing including dewatering with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
42.33
-
10838.16
Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.
i) 10mm dia bars
ii) 12mm dia bars
58.65
-
13394.94
Item No. 5 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) With 38 mm thick wood plank
321.81
-
388.66
Item No. 6 : 12 mm thick cement plastering including clearing surface and curing complete as directed. In prop. 1:3
Slab
52.02
-
308.8
Item No. 7 : Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).
164.22
-
791.95
Construction of Slab Culvert (4+4=8 nos)
-
-
-
Item No. 1 : Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary). A. All types of soils except soil mixed with gravel and boulders
i. For normal lead 30m and lift of 1.50m
103.68
-
365.99
Item No. 2 : CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
28.48
-
9632.1
Item No. 3 : CC work in proportion 1:2:4 in foundation / abutment /piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately).
255.84
-
10442.8
Item No. 4 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.
Abutment wall
Wing walls
161.28
-
13394.94
Item No. 5 : Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered). (Abutment / Return Wall / Piers / Pedestal etc.) With 38 mm thick wood plank
749.92
-
388.66
Item No. 6 : 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4
261.92
-
290.5
Item No. 7 : Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M).
360
-
577.67
Operator's Rest House (Assam Type)
-
-
-
Item No. 1 : Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. In all types of soil.
24.16
-
222.88
Item No. 2 : Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
69.26
-
2344.58
Item No. 3 : P.C.C WORKS
Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M20 grade with minimum cement content of 270 kg /cum
1.04
-
9098.84
Item No. 4 : 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
9.56
-
11628.88
Item No. 5 : (B)In super structure from plinth level up to 1st floor level (ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.v N) (b) M20 Grade concrete.
8.2
-
11628.88
Item No. 6 : D.P.C WORKS Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) ncluding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20mm nominal size (Recycled Concrete Aggregate (RCA) upto 25%))
14.06
-
477.61
Item No. 7 : FORMWORKS
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
8.64
-
334.08
Lintels, beams, plinth beams, girders, bressumers and cantilevers
58.78
-
659.97
Columns, Pillars, Piers, Abutments, Posts and Struts
62.3
-
872.5
Lintels, beams, plinth beams, girders, bressumers and cantilevers
25.92
-
659.97
Suspended floors, roofs, landings, balconies and access platform
19.58
-
831.59
Item No. 8 : BRICKWORKS
Soling in foundation and under floor including filling
interstices, ramming etc, complete as directed and as
specified thickness.
(i) 9 cm brick on flat including sand packing.
167
-
539.7
Item No. 9 : 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 : (b) in prop. 1:4
14.1
-
9234.39
Item No. 10 : Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level. (a) In cement mortar in proportion 1:4.(1 cement:4 sand)
269.48
-
888.66
Item No. 11 : FLOORING AND TILES WORKS
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.
121.32
-
591.25
Item No. 12 : Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : Normal range (sizes 300mmx300mm & above)
a)Orient made
39.44
-
1421.05
Item No. 13 : Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching shade complete.
15.84
-
1409
Item No. 14 : PLASTERING AND POINTING WORKS
8 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
538.96
-
501.04
Item No. 15 : CEILING WORKS
Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main "T" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
GI Metal Ceiling Lay in plain Tegular edge Global white
color tiles of size 595x595 mm, and 0.5 mm thick with 8
mm drop; made of G I sheet having galvanizing of 100
gms/sqm (both sides inclusive) and electro statically
polyester powder coated of thickness 60 microns
(minimum), including factory painted after bending.
110.52
-
1726.76
Item No. 16 : WOOD WORKS
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 & length (hold fast lugs or dash fastener shall be paid for separately).
Kiln seasoned and chemically treated hollock wood
2.62
-
80495.87
Item No. 17 : Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. Kiln seasoned and chemically treated hollock wood
0.88
-
69790.85
Item No. 18 : Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering vertical grains or cross bands and face veneers on both faces of with shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
26.96
-
3347.97
Item No. 19 : Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 30 mm thick
36.28
-
3142.38
Item No. 20 : IRON AND STEEL WORKS
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars 12mm dia, 10mm dia, 8mm dia
2500
-
96.5
Item No. 21 : 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 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
98.28
-
214.47
Item No. 22 : 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.
1078
-
84.84
Item No. 23 : PAINTING WORKS
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification.
538.96
-
100.62
Item No. 24 : ROOFING WORKS
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineering-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
154
-
728.53
Item No. 25 : Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete 12.51.1 Ridges plain (500 - 600mm)
22
-
488.83
Item No. 26 : PLINTH PROTECTION WORKS/DRAIN/ SANITARY
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement
: 3 coarse sand (zone-III) derived from natural sources : 6 graded stone
aggregate 20 mm nominal size derived from natural sources) over 75mm
thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
37.2
-
739.49
Item No. 27 : Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
19.1.2 150 mm diameter
74.4
-
641.59
Item No. 28 : Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1 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) : 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4
-
12678.8
Item No. 29 : Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
4
-
6271.92
Item No. 30 : Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as
per IS:13983 with C.I. brackets and stainless steel plug 40 mm,
including painting of fittings and brackets, cutting and making good the walls wherever required :
17.10.1 Kitchen sink with drain board
17.10.1.1 510x1040 mm bowl depth 250 mm
2
-
6518.29
Item No. 31 : Plumbing, Sanitary & Electrification
2
-
276244.9
Barge (1 nos)
-
-
-
Item No. 1 : Bottom, side & deck portion of the Barge: Supply & fabrication of M.S. Plate , M.S. Angle, etc. of bottom side & deck portion of the barge of size,7.62 m × 4.58 m × 1.37 m along with supply & fabrication of M.S. Channel for installation of pump sets, M.S. Angle for pipe support, etc, complete as directed by the Department as per drawing. The job also includes painting of the barge with 2 (two) coats of anticorrosive metal primer followed by 2 (two) coats of anticorrosive black bituminous paints, complete as directed by the Department. Each successive coat of the paint is to be applied after normal drying of the previous coat, complete as directed by the Department
2
-
900920
Item No. 2 : Super structure of the Barge: Supply, fabrication& erection of 8 no.s of roof support of height 1.9 m providing post of M.S. Angle with necessary clamping & welding at the top of the barge along with roof truss & purline made of M.S. Blank pipe fitted with necessary welding & bolting, complete as directed by the Department.
2
-
44036
Item No. 3 : Roofing items of the Barge:
Providing TATA / DYNAROOF make C.G.I. Sheet / Roofing of size-3050 mm (L) × 910 mm (B) × 0.50 mm (T). The job includes supply of C.G.I. Sheet, G.I. Ridging & fitting, fixing of entire roof with necessary J-Hooks, Nuts & Bolts with Washer, complete as directed.
2
-
37673
Item No. 4 : Rain protection shed & railing of the Barge:
Supply, fitting, fixing of B.P. Sheet along with post of M.S. Angle, G.I. Pipe for railing with necessary welding & bolting, complete as directed. The job also includes painting of pipes, etc. by two coats of metallic primer to be followed by two coats paints of reputed brand, complete as directed.
2
-
47470
Item No. 5 : Anchoring Materials of the barge:
Supply, fitting & fixing of C.I.Bollard on the corner edge of the platform deck of the barge facing towards the riverbank by suitable size of HDMS Nuts & bolts including supply of 100 Mtr 15mm Anchor Chainand 400 RM good quality 19 mm dia.HD Steel wire rope,steel core,tested quality to be fastening with the Anchor 5 Prong 30 Kg. by means of suitable size of required nos. of ‘U’ bolts complete as directed.
2
-
213110
Item No. 6 : Transportation:
Transportation of iron materials, machineries, miscellaneous items, welding equipment, etc. from Guwahati to work site by Truck including loading, unloading & restacking properly at site.
6
-
5050
Item No. 7 : Shifting of the Barge:
Shifting of the barge from the place of fabrication to the work site including floating of the same at the intake point, complete as directed.
2
-
16160
Item No. 8 : Supply, Fabrication and Installation of M.S. Foot Bridge from bank of the river to Barge as directed.
2
-
86153
Construction of RCC Control Room
-
-
-
Item No. 1 : .Earthwork in excavation trenches of walls, retaining walls, footing of columns, steps and septic tank including refilling (return filling) the quantity as necessary after completion of works, breaking clods in return filling, dressing, ramming, watering etc. and removal of surplus earth with all lead and lift upto 2 metre as directed and specified in following classification of soils, including bailing out of water where necessary upto depth below the existing groundlevel as mentioned in the approved drawing andcomplete as directed and specified. In ordinary soil
Footing
9.68
-
714.96
Item No. 2 : Soling in foundation and under floor including filling interstices, ramming etc, complete as directed and as specified thickness.
45.6
-
545.14
Item No. 3 : CC Work in proportion 1:3:6 in foundation /abutment/ pier/wing walls etc. with hard broken stone aggregate of size 13 to 38 mm including curing with necessary shuttering , Scafolding etc. where necessary, complete as directed. (shuttering where necessary shall be measured and paid separately).
0.94
-
9632.1
Item No. 4 : Brick work in cement mortar with 1st class brick as directde in foundation, retaining walls, plinth & steps including recking out joints & curing
4.74
-
13455.01
Item No. 5 : Earthwork in filing in plinth layer not more than 15 cm thick including necessary carriage, watering and ramming etc complete as directed and specified .Head load. (Lead up to 90 M and lift 2 M).
22.56
-
251.48
Item No. 6 : Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed.
24.74
-
13394.94
Item No. 7 : Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works as directed complete. (Measurement to be taken on the face area timbered). (C) Shuttering (Column) Column, Pillar, Post & Struts
47.6
-
559.94
Tie Beam
20.8
-
227.7
Lintel
8.32
-
275.74
Chajja
6.85
-
380.66
Ceiling Beam
20.8
-
227.7
Roof Slab
59.48
-
380.66
Item No. 8 : RCC work in slab, abutment cap and above abutment, pier cap, pedestals, dirt wall etc. in proportion 1:1½:3 with hard broken stone aggregate of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing, dewatering etc. complete as directed with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately)
17.26
-
12348.52
Item No. 9 : Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure above plinth level and upto floor five level.
(a) In cement mortar in proportion 1:4.(1 cement:4 sand)
86.28
-
897.6
Item No. 10 : 12 mm cement plastering including clearing surface and curing complete as directed.
223.76
-
290.5
Item No. 11 : 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.
0.93
-
8568.96
Item No. 12 : Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately). 12.65.1 : 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
13.24
-
1159.99
Item No. 13 : Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm 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
14.76
-
5057.16
Item No. 14 : Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
Two coats
86.28
-
98.67
Item No. 15 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
14.76
-
144.04
Item No. 16 : 65 mm thick traced flooring with cement concrete in prop 1:2:4 with broken stone agg. of size 6 mm to 20 mm over one 1st class brick flat soling including sand packing of the voids in between the bricks, watering, ramming properly where necessary etc. complete and 12 mm thick cement plastering. Finishing on top trowelling altering curing complete as directed. (Brick soling to be paid seperately).
37.6
-
823.95
MECHANICAL WORKS
-
-
-
Item No. 1 : Self-Priming Centrifugal pump set (size : suction 150 mm and delivery 150 mm dia ) 60 LPS minimum discharge at 10.00 Mtr head (approx), working efficiency at head range 2.00 to 15.00 Mtr ( Make : Reputed brand. ) and to be coupled with H.D. squirrel cage induction motor having E/B class insulation conforming to IS-325 / 78 ( Make : Reputed brand) to be connected to power source 400/440 V, 50 Hz, 3 ph complete with 415 V, 50 Hz, 3 ph FASD starter in sheet enclosure, coupling, H.D. base frame, fitted in accurate alignment. MOTOR: Conforming to IS : 325 - 1978 Make: MARATHON / KSB/ Kiorloskar/ Havells Type / Model: Squirrel Cage TEFC HP: 20 HP RPM: 1800 Supply Voltage / Phase / Cycle: 415 V ± 10% 3 PH/ 60 Hz Class of Motor Insulation: F PUMP: Conforming to IS : 6595 Part – I Make: KSB/ Kirloskar Type: Self Priming Centrifugal Mud Pump Model: SP norm -60/ SDP6LA Size (Suction X Delivery): 150 mm x 150 mm Head Range: 10 – 22 M Pump Input: 13.20 KW Efficiency at duty Point: 65 %
STARTER: Make: BCH / L&T/ Havells Model: ML 1.5 Type: FASD Relay Range:13 – 21 A BASE FRAME: Best quality MS frame of required size and shape for complete pump set. COUPLING: Best quality coupling built in for the pump set
9
-
233921.05
Item No. 2 : Installation of Centrifugal Pump set (Horizontal Split casing type, size: 150 mm(suction) x 125 mm dia. (delivery) of 60 LPS minimum discharge at 13.00 Mt head coupled with 3 ph, 415 V, 50 Hz, 1450 RPM squirrel cage induction motor of 20 HP complete set. The job includes necessary transportation of pump set to the site and installation on top plate of barge with accurate alignment and complete with all works
9
-
10100
Item No. 3 : Fabricated heavy duty G.I. Pipe confirming to IS 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size 150mm dia x 3.00 Mtr. long 12 rows of pipelines of length 150 m each
450
-
10100
Item No. 4 : Fabricated heavy duty G.I. Bend confirming to IS– 1239 (Part-I) 2004, with G.I. Flange at both end (G.I. Flange having 8 nos. hole as per B.S.S.-10 Part-I, table-D, of size:-
150mm dia x 90º
18
-
4646
150mm dia x 45º
18
-
4747
150mm dia x 22½º
18
-
4898.5
Item No. 5 : Fitting, fixing and laying of G.I. Pipes with Accessories: Laying, fitting, fixing and connection of suction pipe line for each pump set with 150mm dia. G.I. pipes of different length, fabricated G.I. pipes with different length, fabricated bends, tapper including foot valve for suction side. Reflex valve, sluice valve for delivery side of each pump set with 125mm dia. G.I. pipes with different length, bends, fabricated G.I. pipes with different length as per drawing. The joints should be with the best quality pipe joining sets of required size comprises of 60mm thick black moulded rubber gasket, necessary nuts, bolts and washer. Every joint should be leak proof and should be completed in all respect from foot valve to the pump flange for suction side and from delivery flange is the water flow through at proper F.S.L for the delivery side. The pipes lines with accessories must be proper painting.
12 rows of pipelines of length 150 m each
1350
-
976.82
Item No. 6 : CI Foot Valve: Heavy Duty CI Foot Valve, Flange type, the holes of the flange should be drilled as per BSS No. 10, Part-1, Table-D. The materials of construction and all components of the Foot Valve should strictly conform to IS : 10805 - 1986 and having marked with manufacturer’s name and trade mark. 150mm dia
9
-
9191
Item No. 7 : CIDF sluice valve: Heavy Duty CIDF sluice valve, inside screw, non raising, vertical spindle type with hand wheel operation, need for water purpose. The rotation of closing should be counter clock wise. The holes of the flange should be drilled as per BSS No.10, Part-I, Table-D. All materials, construction and components should strictly conform to IS : 14846 - 2000 and having marked with manufacturer’s name and trade mark Make: Kirloskar / Upadyaya / Zolato / Venus & Equivalent.
150mm dia
9
-
12428.05
Item No. 8 : CIDF Reflex Valve: Heavy Duty CIDF Reflex Valve, swing check type, with by pass arrangement, horizontal operating. The holes of the flange to be as per BSS NO.-10, Part-I, Table D and the material, construction and all components should strictly conform to IS : 5312 (Part – I) - 2004 and having marked with manufacturer’s name and trade mark. 150mm dia
9
-
13130
Item No. 9 : Flexible rubber hose pipe as per construction schedule with required nos of wire reinforcement inside at different layers, without / with MS built in type flange coupling on both ends having drilled as per BSS No. 10, Part – I, Table – D. The hose pipes should be capable of withstanding a pressure equal to 1.5 times the designed working pressure without failure as per IS : 443 - 1975 and also withstand vacuum drawn upto 625 mm of mercury (approx.).The schedule of construction of the hose pipe should conform to IS : 3549 – 1983. B. With MS built in type flange 150 mm nominal dia X 7.50Mtr in length
90
-
27270
Item No. 10 : Gland Packing (12 mm to 25 mm dia) asbestos rope (B Q)
95
-
282.8
Item No. 11 : W.B. Grease (Best quality).
110
-
303
HT ELECTRICAL PART
-
-
-
Item No. 1 : Surveying and finalising the suitable tapping point in existing nearby 11 kV line in consultation with APDCL and Departmental Officers, marking the alignment of the line considering Right of Way, Feasibility etc. as required and as directed
a) For first 500Mtrs.
2
-
6113.93
b) for every subsequent 100M
500
-
11.92
Item No. 2 : Jungle cutting including cutting of branches of trees and reclining Bamboos along the alignment of the overhead line providing clearance 1.5M either side and above the line as directed. Clearance must be ensured at the time of charging the line
1400
-
47.67
Item No. 3 : Supplying & Erection of PSC Pole conforming to IS 1678 of Standard Dimension and of following lengths for overhead Electric Lines including digging of Earth Pit (0.75m × 0.5m) to a depth ⅕th of the Pole Length with a PCC Base Plate of size 60 cm × 60 cm × 12 cm at the bottom, refilling as specified with hard ramming as directed (B) POLE LENGTH 9.75 Metres (i) Refilling with CC Foundation (a) for 6 or more poles
62
-
20165.26
Item No. 4 : Supplying and erection of GI Channel Cross Arm of following sizes for 11 kV Line on PSC/ Steel Poles along with GI Clamps, GI Nuts & Bolts including
drilling of necessary holes as directed
100 mm X 50 mm X 6 mm X 3200 mm
8
-
5531.14
Item No. 5 : Supplying and erection of Cross Bracing Sets for 11 kV Line on DP (Double Pole) Structure comprising of 2(two) Nos. of MS Angle of size 50 mm × 50 mm × 6 mm × 2200 mm fitted horizontally and other 2 Nos. 3200 mm long fitted diagonally along with MS Pole Clamps, Nuts Bolts and washer duly painted with Anti Corrosive Primer and Aluminium Paint including drilling of necessary holes as directed
4
-
10225.64
Item No. 6 : Supplying and Erection of 11 kV HT Stay Set comprising of Stay Rod, Anchor Plate, Thimble etc. in 1:3:6 CC foundation including supply and erection of 7/10 SWG G I Stay Wire and Guy Insulator complete including excavation, refilling with hard soil and hard ramming as directed
8
-
5595.5
Item No. 7 : Supplying and Erection of 11 kV Polymeric Disc Insulator 45 kN on existing Hardware Fitting on Cross Arm as directed
12
-
800.89
Item No. 8 : Supply and Erection of 11 kV Grade Aero Bunched Cable with 3(three) Power core, Stranded compacted, Circular Aluminium Conductor screened with black extruded semi conducting compound natural colour XLPE insulated core screened with black extruded semi conducting compound and one layer of copper tape and covered with black extruded PVC and one Bare messenger wire shall be stranded non-compacted circular aluminium alloy conductor. the cable should conform to IS:8130-1984, IS:398(Part-IV) 1994, IS:7098(Part-II) 2011 & IS:5831-1984 with up to date amendments. The job includes necessary Cable Joint, End Terminations, Anchor Clamp, Supension Clamps, Eye Hooks etc as directed by department. iii) 3 x 95 sqmm(P) + 1 x 70 sqmm (M)
1700
-
1762.67
Item No. 9 : Supplying, Fitting and Erection of 3-φ 11 kV Gang Operated (G.O.) Air Break Switch having nominal System Voltage of 12 kV, rated Voltage 11 kV, rated Frequency 60 Hz, and peak current in closed position 46 kA, conforming to IS 2544, IS 5340(Part-III) and IS 9921(Part I to V) suitable to opearate in all climatic condition of following current ratings on existing Channels complete with Operating Pipe and Handle including making of necessary Electrical Connections
as directed. 400 Amps
4
-
23887.25
Item No. 10 : Supplyingand Erectionof3-φ11kVDropOut(D.O.) Fuse Unit rated voltage 11 kV R.M.S. To 12 kV R.M.S., highest System Voltage 12 kV, each pole consistingofPolymericinsulator,allcurrentcarrying parts made of a highly conductive copper alloy and contact portion are silver plated for corrosion resistance and efficient current flow and the fuse tube made of fibre glass coated with ultraviolet inhibitr on the outer surface and having Arc Quenching bone fibre liner inside conforming to IS 9385/1983 of following current ratings on existing Channels complete with Barrel Fuse and making of necessary Electrical Connections as directed. (400 Amps)
2
-
11649.85
Item No. 11 : Supplying and Erection of Metal Oxide gapless Lightning Arrestor of following specification on MS Channel with Clamps, Nuts & Bolts including drilling of holes and making of necessary connection with Line Conductors as directed. 9 kV, 10 kA with Polymeric body
6
-
8778.8
Item No. 12 : Supply & Erection of C.I. Earth Pipe 100 mm dia × 2.5 Metre long perpendicular to the ground including digging of Earth Pit, putting Salt and Charcoal in alternate layers surrounding the pipe along with fitting of hinged CI top Cover Plate and necessary C.C. work as directed
12
-
6028.12
Item No. 13 : Supply including Erection of 5 Star ON-AN (Oil Natural, air Natural) Cooled Al/ CU-wound Distribution Transformer conforming to IS specifications 2026 (with latestamendments)withallstandardaccessorieserected on double pole structure/ transformer pad including transportation and handling, loading and unloading etc,, securing it on existing Channel firmly with necessary clamps, nuts & bolts .as required, andmaking necessary connections on HV and LV sides as directed (Cost of DP structure /Pad extra ) Capacity:160kva,11kv/0.433kv Al wound with OLTC
2
-
631880.44
Item No. 14 : Supply & Erection of G.I. Earth Wire and Earthing of different Substation Items by connecting the existing Earth Pipes with G. I. Lugs as directed. 8 SWG G.I. Wire
200
-
47.79
Item No. 15 : Supply & Erection of Anti Climbing Barbed Wire on Poles at a height of about 3 Metres and covering a length of 1.5 Metre as directed
43
-
378.99
Item No. 16 : Supply including Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor of size 35 Sq mm × 3 core in single line, Conforming IS 7098(Part I) 1988, direct in ground including digging of tren ch of 0.3 Mtr wide × 0.75 Metre deep including Sand Cushioning (7.5cm + 7.5cm) and refilling alongwith fitting, fixing of Brass Compression Gland and Aluminium Cable Lug etc. as directed
300
-
864.06
Item No. 17 : Danger plate suitable for 11KV line conforming to IS:2552/1963 of size 200mmX200mm
40
-
143.02
Item No. 18 : Providing Security fencing around the S/S with GI chain link net, woven with 10 SWG wire with mesh 7.5cm × 7.5cm to be erected on GI angle 40 mm × 40mm × 5mm, with necessary C C grouting, with a fencing height of 1.8 mtr, having a hinged door, fabricated with flat GI strip boundary and cross bracing, complete including supply of all materials, excavation refilling etc as reqd and as directed.
57.6
-
1675.67
Item No. 19 : LT Whole current Energy Meter :Erection & Commissioning LT Whole current Electronic Energy Meter including making necessary payment to APDCL for Meter Cabinet,Mwtwe Security etc as reqd and as directed.
2
-
40402.02
Item No. 20 : LTCT TRIVECTOR ELECTRONIC ENERGY METER :Erection & Commissioning of LTCT Trivector Electronic Energy Meter including making necessary payment to APDCL for CTs, meter Security Cabinet,Meter Security etc as reqd and as directed.
2
-
27941.75
Item No. 21 : Testing and commissioning of the Substation alongwith obtaining necessary approval for charging from competent authority including payment of Inspection Fee, Arranging for Test Report etc. as required and as directed for following kVA Capacity
Capacity : 250kVA, 11 kV/0.433 kV
2
-
33847.12
Item No. 22 : LiaisoningwithAPDCL,ForestDepartment,Electrical Inspectorate etc. right from start till Commissioning of the HT Line/Substation, Preparation of all necessary documents like Agreement and Affidavit required for new Power Connection, obtaining No Objection Certificate from Forest Department where necessary complete all arrangement for charging the Installation as required and as directed.
2
-
13109.8
Item No. 23 : Testing and commissioning of the 11KV Line including making necessary inspection fee and obtaining charging approval from competent authority making requisite payment of Inspection Fee to the APDCL/ Electrical Inspectorate, arranging for Test Report etc. as reqd and as directed. upto 1 kM
2
-
8483.23
Item No. 24 : Erection & Commissioning LT Whole Current Electronic Energy Meter includingmaking necessary payment to APDCL for Meter Cabinet, Meter Security etc as reqd and as directed.
2
-
40402.02
Item No. 25 : Load Security to be paid to APDCL (Approx.)
180
-
2860.32
Item No. 26 : L.T. CONTROL PANEL: Supplying, installation, testing& commissioning of indoor type floor mounted, cubicle type compartmental, dust and vermin proof (as per IP-54) main LT Control Panel Board of following capacity and size made out of 16SWG CR sheet and 40mm X40mm X 6mm angle having four nos. of legs 400mm long at the bottom with folded and welded construction having dismantled doors at the back, surface chemically treated and Siemen’s grey powder coated, containing Al. strip Bus-bar having minimum current density of 1.2 Amps/sq.mm, R-Y-B-N colour coded with heat shrinkable insulating sleeves containing all incoming and outgoing electrical accessories as specified, neatly installed and internally wired with best quality multi-strand, PVC insulated single core unsheathed, HRFR Copper Wire( Switch gears above 100Amps rating to be connected to the Bus-bar through Al. strip of suitable size) having cable incoming and outgoing provision at the bottom through gland plates complete including necessary excavation of trench and C.C. Work as directed.
a) Main LT panel Board suitable for operation of 12X20 HP Pump- Set of size: 2800mm(B) X 1400 mm (H) X 400mm (D)
FP 415V, 315 Amps MCCB with short circuit & overload protection, Breaking capacity 50ka as main incomer
TP, 63A, 415V, AC Motor Control Switch (SDF) with 63 A HRC fuse
Air Break Contactor, TP, 32A, 415V AC for Capacitor Duty
TP, 415V, 32A, MCB for Power Capacitor
M.I. Voltmeter (0-500V), 1% accuracy 96 mm X 96 mm size
Voltmeter Selector Switch, 4 position, 10/15 A
M.I. Ammeter , CT operated, 1% accuracy a) 0-300 Amp for incoming Side
b) 0-60 Amp for Outgoing Motor feeder
Ammeter Selector Switch, 4 position, 10/15 A
Analog Power Factor Meter, 96mm x96mm size 1% accuracy
Current Transformer for metering purpose accuracy Class-I, ratio 60/5 A
a) CT,200/5 for incoming Side
B) CT, 60/5 for Outgoing Side
LED Type Pilot Indicating Lamp, 25 mm
SP, 250V, 1A MCB with breaking capacity 10 KA for Meter protection
Aluminium Bus- bar, 35mm X5 mm
On and Off Push Button Switch
DP, 250V, 16A, MCB with breaking capacity 10kA for lighting purpose
Total Cost of Main Panel Board
2
-
322715.6
Item No. 27 : L.T.SUB CONTROL PANEL BOARD WITH SDF: Supplying, installation, testing& commissioning of indoor type floor mounted, cubicle type compartmental, dust and vermin proof (as per IP-54) main LT Control Panel Board of following capacity and size made out of 16SWG CR sheet and 40mm X40mm X 6mm angle having four nos. of legs 400mm long at the bottom with folded and welded construction having dismantled doors at the back, surface chemically treated and Siemen’s grey powder coated, containingMotor Control switches and Ammeters and Volt meters as specified,neatly install and inernally wired with best quality multi strand, PVC insulated single core unsheathed, HRFR Copper Wire having cable incoming and outgoing provision at the bottom through gland plates complete including fixing on the barge with nuts and bolts as directed . (4X20)
TP, 63A, 415V, AC Motor Control Switch (SDF) with 63 A HRC fuse
M.I. Voltmeter (0-500V), 1% accuracy 96 mm X 96 mm size
Voltmeter Selector Switch, 4 position, 10/15 A
MI Ammeter 0-60Amp, CT operated,1% accuracy 96mmx96mm of size
Ammeter Selector Switch, 4 position, 10/15 A
DP, 250V, 16A, MCB with breaking capacity 10kA for lighting purpose
Current Transformer for metering purpose accuracy Class-I, ratio 60/5 A
LED Type Pilot Indicating Lamp, 25 mm
SP, 250V, 1A MCB with breaking capacity 10 KA for Meter protection
Terminal Strip for connection
Total cost of Sub Panel Board (4X20)
2
-
194311.07
Item No. 28 : Supply and Laying of size 95mm x 3.5 core in single line LT Power Cable 1.1KV Grade with AL conductor Conforming IS 7098(part-i)1988, direct in ground including digging of trench of 0.3m wide x 0.75 m deep including Sand Cushing (7.5cm + 7.5 cm) and refilling alongwith fitting fixing of brass Compression Gland and Al Cable Lug Etc as directed (Transformer to main Panel Board)
250
-
1884.24
Item No. 29 : Supply and Laying of size 95mm x 3.5 core in single line LT Power Cable 1.1KV Grade with AL conductor Conforming IS 7098(part-i)1988, direct in ground including digging of trench of 0.3m wide x 0.75 m deep including Sand Cushing (7.5cm + 7.5 cm) and refilling alongwith fitting fixing of brass Compression Gland and Al Cable Lug Etc as directed (Main panel Board to Sub Panel Board)
315
-
1884.24
Item No. 30 : Internel Electrification
2
-
107262
Item No. 31 : External Illumination
Supplying & Erection of Swaged Type Steel Tubular Pole of following lengths and specifications for overhead Electric Lines with necessary Base Plate and Top Cap including digging of Earth Pit to a depth ⅕th of the Pole Length, refilling and necessary CC work (45cm x 45 cm) in 1:3:6 proportion from bottom upto 45 cm above the Ground Level with hard ramming including painting of the pole as directed (for lighting purpose) a) 8 m long
3
-
28603.2
Item No. 32 : Supply & erection of Street light luminaries with 2x36w CFL Lamp, Bajaj Make on existing pole bracket alongwith supply fitting fixing of necessary pole box and making connection from pole box to the lamp with 2.5mm sq single core unsheathed PVC insulated Copper cable 1100volt Grade including supply of Cable as required and as directed
3
-
8325.91
Item No. 33 : Laying of PVC/XLPEe insulated Armourd LT Power Cable 1.1Kv Grade with Al Conductor Direct in ground including digging of trench of 0.75 m deep including Sand Cushing and refilling alongwith brick protection every 20cm apart as directed. Size of Cable 6mmsq x 2 core .
300
-
822.34
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