Haryana Police Housing Corporation Tender
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Costs
EMD
₹ 6,12,000Document Cost
₹ 15,000Tender Fee
₹ 1,180
Description
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Contact
Tender Id
2020_HBC_124169_1Bid Award Id
ViewTender No
2020/HPHC/MARCH-05/ 10Tender Authority
Haryana Police Housing Corporation ViewPurchaser Address
-Website
http://https://hphc.org.in/
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Documents
BOQ Items
Cement concrete 1 : 6 : 12 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.32)(CP 450%)
565.75
-
348.25
Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.39)(CP 450%)
77.89
-
403.1
Cement concrete 1 : 1 ½ : 3 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.42)(CP 450%)
1.69
-
702.5
Cement concrete 1:1 ½:3 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level, (HSR 10.60) (C.P 450%)
31.95
-
708.75
2nd storey
0.32
-
711.3
Pre-cast cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface indluding from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.77+10.95) (CP 450%)
135.65
-
1029.4
Pre-cast cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface indluding from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.78+10.95) (CP 450%)
2.26
-
1112.05
Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in shelves excluding steel reinforcement, but including centering and shuttering, laid in position, complete in all respects. (HSR 10.81+10.95)(C.P 450%) 1st storey
0.26
-
1034.6
Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering , laid in position, complete in all respects. (HSR 10.82+10.95) (C.P 450%) 1st storey
77.22
-
1084.8
Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (HSR 10.86+10.95(a)) (CP 450%) 1st storey
84.66
-
1188.75
2nd storey
11.83
-
1196.05
Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement and including centring & shuttering, laid in position, complete in all respects (For work upto 1.5 meters below ground level). (HSR 10.90+10.95(a)) (CP 450%)
101.22
-
774
Providing and laying 80mm thick interlocking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 30mm thick fine sand complete in all respect (HSR 10.159) (CP 10%)
557.62
-
450
First class brick work laid n cement sand mortar 1:6 in foundation and plinth. (HSR 11.2)(CP 650%)
201.78
-
393.45
First class brick work laid in cement sand mortar1:5 in foundation and plinth. (HSR 11.3)(CP 650%)
14.44
-
407.6
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)(CP 650%)
138.68
-
424.6
First class brick work laid in cement sand mortar 1:6 in first storey upto 4 metres above plinth level. (HSR 11.7) (CP 650%)
14.44
-
414.45
2nd storey
14.84
-
422.7
First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. (HSR 11.9) (CP 650%)
248.65
-
445.6
Providing and fixing PVC Rain water pipe 6kg Pressure of IsI mark in cement mortar during masonry work. (HSR 13.89) (CP 20%) a) 100 mm
2346.84
-
182
Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1) (CP 400%)
16.67
-
36.95
Screed of 50 mm thick cement concrete 1:8:16 to be laid below the topping. (HSR 14.4) (CP 400%) 2nd Storey
6.09
-
15.65
Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings. (HSR14.45 + Note ) (CP 400%)
1450.97
-
111.48
Providing and fixing glass strips, 4 mm thick in Floors. (HSR 14.79) (CP 400%) b) 32 mm wide
32.77
-
3.15
Kota stone flooring minimum 25 mm thick in any pattern as specified over 20 mm thick base of cement coarse sand mortar 1:3 laid and jointed with neat cement slurry mixed with pigment to match the shade of stone including rubbing and polishing. (HSR 14.62)(CP 250%) Note :- i) Single piece of stone to be used in steps of stair. ii) Size of one piece should not be less than 22''x22'' for flooring. iii) Kotah stone with spacer joint 1'' wide duly finished with marble chips in white cement. iv) No extra payment will be made on behalf of above note i), ii) & iii). 1st Storey
271.82
-
201.95
Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade of tiles Note:- Tile should be of premium quality (first quality) of reputed manufacturer like NITCO, KAJARIA, SOMANI,ORIENT, JOHNSONS & RAK. (HSR 14.91)(CP -15%)
240
-
624
Providing and fixing 1st quality ceramic glazed wall tiles confirming to I.S 15622 (thickness to be specified by the manufacture) of approved make in all colors, shades except burgundy, bottle green black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12mm thic bed of cement mortar 1:3 coarse and jointed with grey cement slurry, including pointing in white cement mixed with pigment of matching shades complete. (HSR 14.92 b) (CP 0%) b) Size of ceramic glazed tiles 300mm X 450mm
230.4
-
648.15
Providing and laying Baroda Green marble stone 17mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1:3 and jointed with white slurry mixed with pigment to match the shade of marble including rubbing and polishing. The sample shall be got approved from Engineer-in-charge for all heights/storey. (HSR 14.96) (CP 0%)
62.96
-
1281
12 mm thick cement plaster 1:2 Cement rendering on plaster 1 mm thick. (HSR 15.3+15.75) (CP 600%)
285.16
-
20.85
12 mm thick cement plaster 1:4 (HSR15.5) (CP 600%) 1st storey
3857.86
-
12.7
15 mm thick cement plaster 1:4 on the rough side of single or half brick wall. (HSR 15.10) (CP 600%)
2937.27
-
15.65
10 mm thick cement plaster 1:4 (HSR 15.52) (CP 600%) (under side of ceiling) 1st Storey
612.84
-
12.65
2nd Storey
11.3
-
12.83
12 mm thick cement plaster damp proof course 1:3 with 2 coats of bitumen at 1.65 kg per sqm laid hot and sanded:- (HSR 15.76) (CP 600%). a) Vertical
247.5
-
23.9
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 16.3)(CP 230%)
1674.14
-
9.4
Applying priming coat with metal primer on New steel or iron work including preparation of surface. (HSR 16.9)(CP 230%)
1674.14
-
3.15
Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. (HSR 16.25)(CP 230%)
445.16
-
4.15
Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surfaces of walls. (HSR 16.26)(CP 230%)
890.33
-
13.45
Distempering with washable oil bound distemper (of approved manufacture) two coats including priming coat on new work. (HSR 16.58)(CP 230%)
231.04
-
9.1
Finishing walls with exterior decorative cement based paints such as snowcem, Robbiacem etc. on new work, two coats to give an even shade. (HSR 16.60)(CP 230%)
437.42
-
7.25
Providing two coats of exterior acrylic emulsion paint. (HSR 16.79) (CP 0%) 1st quality
6262.42
-
48.75
Providing & applying two coats of white cement based putty over plusted surface and grinding the surface smooth with sand paper to get an even and smooth finish including and carriage of all material, labour charges, scaffolding, sundries etc complete in alll repect (JK/Birla make) (HSR 16.81) (CP 230%)
6262.42
-
11.35
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 fixed with raw plugs and screws or with fixing clips or with expansions hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required neoprane felt etc. aluminium sections shall be smooth, rust free straight mitered and jonting mechanically wherever required including cleat angle, aluminium snap beading for glazing/paneling CP brass/stainless steel screws all complete. Fixed portion parent or dyed to required shade according to IS;1868, minimum anodic coating of grade AC 15) (powder coating) (HSR 17.95+ note) (CP 15%)
48.98
-
257.3
Providing & fixing aluminium work for done doors, windows, ventilators and partitions sections/appropriate Z sections and other sections of approved make conforning to IS;733 and IS;1285 fixed with rawel plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top bottom, and sides with required neoprane felt etc. aluminium sections shall be smooth, rust free straight mitered and jointed mechanically whereever required including cleat angle, Aluminium snap beading for glazing/paneling CP brass/ stainless steel screws, etc, complete shutters of doors windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of PVC/neoprane gasket required including Aluminium fitting. (HSR 17.96) + note (CP 15%)
39.33
-
268.7
Providing and fixing glazing in aluminium door, windows, ventilator shutter and partitions etc. with PVC/neiprene gasket etc. complete. (HSR 17.98) (CP 15%) (a) with float glass panes of 5mm thickness.
5.66
-
700
Iron-grated doors, including pintle hinges and arrangements. (HSR 18.11) (CP 500%)
1.67
-
1224.6
Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12) (CP 500%)
504.14
-
1040.35
Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths/storeys/basements etc. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for biniding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 18.22) (CP 500%)
314.75
-
927.05
Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed. (HSR 24.1) CP 370%)
6817.82
-
92.45
TOTAL CIVIL WORK (HSR+CP)
-
-
-
Note:- Stone aggregate and coarse sand of red colour will not be used at site.
-
-
-
CIVIL WORK DSR/NS DSR 2018
-
-
-
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size,
approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels Granite of any colour and shade Area of slab upto 0.50 sqm. (DSR-8.2.2.2) (CP -40%)
10.4
-
4007.65
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 & 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) DSR-10.28)(CP -30%)
443.88
-
575.45
a) UPVC bend 110 mm DSR 12.42.5.2(CP -30%)
4
-
129.85
b) UPVC single door Tee 110x110 mm DSR 12.42.3.2 (CP -30%)
190
-
203.3
Providing and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density and Supplying and stacking at site. ii) 63 mm to 45 mm size stone aggregate. DSR-16.4+16.3.2 (75mm Compacted)(CP -25%)
265.76
-
2302.9
Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres With common burnt clay F.P.S. (non modular) bricks of class designation 7.5. DSR-16.7)(CP -25%)
1093.56
-
167.8
Providing and applying tack coat using hot straight run bitumen of grade VG -
10, including heating the bitumen, spraying the bitumen with mechanically
operated spray unit fitted on bitumen boiler, cleaning and preparing the existing
road surface as per specifications. On W.B.M. @ 0.75 Kg / sqm DSR-16.30.1)(CP -25%)
2657.62
-
42.05
Providing and applying tack coat bituminious old surface. (DSR-16.30.2)(CP -25%)
8104.46
-
33.65
2 cm premix carpet surfacing with 2.4 cm of stone chipping 11.2 mm nomined size per 100 sqm & bitumen complete as per. (DSR 16.34)(CP -25%)
10726.08
-
164.25
providing and laying bitumen pentration macadam with hard stone aggregate of quality size and grading as specified with bitumen of suitable penetration spreading course aggregate with the help of self propelled / tipper tail mounted aggregateb spreader and applying bitumen by as pressure distributar and thenspreading key agg with the help of complete as per. (DSR 16.36.1)(CP -25%)
10762
-
390.15
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and
retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG -
10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm
of road surface, including rolling and finishing with road roller all complete. DSR-16.40)(CP -25%)
10762.08
-
73.7
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. New work (Two or more coats) DSR-16.48)(CP -25%)
525.01
-
215.95
Providing and fixing concertina coil fencing with punched tape concertina coil 600
mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6
metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4
m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied
with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I.
barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge,
with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile
strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre
(cost of M.S. angle, C.C. blocks shall be paid separately) (DSR 16.53)(CP -25%)
995.32
-
290.8
75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with Moorum DSR-16.74.1)(CP -25%)
4160.2
-
73.9
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. DSR-16.78)(CP -25%) i) With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
398.64
-
2517.7
Applying priming coat with exterior primer before providing weather shield exterior paint on outer wall platered/ brick surface.
641.11
-
25.7
Earth filling with the earth brought from outside the campus irrespective of any lead including laying in 15cm in layers, watering and consolidating complete in all respect and fully satisfaction of Engineer-in-charge.
1047.8
-
186
Providing and fixing stainless steel wire mesh jali of 22 gauge and 316 grade in aluminium doors and windows in aluminium section excluding the cost of beadings channels etc same will be paid in aluminium work but including labour for fixing the same complete in all respect.
1.41
-
800
Providing and fixing of mozzack/mojak tiles in floor and wall of sprinkled swimming pool of any color fixed with the approved adhesive such as bidilite etc. complete in all respects.
61.32
-
250
Providing & Laying 50mm compated thickness bitumenous with mecadum with 80/100 grade bitumen content of 33% by weight of mix as per grading II of table 500-4 completed in all respect as per morth specification last revision clause 504 including cost of bitumen fitting the aspholt and aggregate by continous becthing of hot mix plan and spreading with the same by paver finisher and consoudation with power roller with necessary equipment oil carocin, fire wood labour charges etc. complete with contractor own machinaries. NS
538.1
-
4509
Providing and laying 50mm thick compacted layer of stone metal as per built up spray grout specification consisting of one layers composite construction of stone metal as per gradation providing in the MORT & H specifications of roads and bridges latest edition using VG-10 bitumen 80/100 grade @ of 15kg/10sqm area of each layer alongwith the key aggregate placed on top of to second layer in accordance with the requirement of serve as base course and in conformity with lines, grade and cross section shown on the drawing or as directed by Engineer-in-charge as per desired density including, lighting, guarding barricading and maintenance of diversion complete in all respect. Instruction issued by the MORT & H from time to time will be followed strictly including the cost of bitumen.
57.17
-
2578
Providing and laying tack coat on existing black top surface with bitumen 80/100 grade @ 30kg. Per hundred sqm. Including cost of bitumen 80/100 grade.
12022.3
-
11.3
Providing and fixing of walls face tiles 8"x16" of unistone brand in CM 1:3 complete in all respect..
80.63
-
1908
Providing and fixing 1st quality of Unistone brand size 8"x1.1/4" over 12 mm thick bed cement slurry including pointing in white cement mix with pigment of matching shades complete in all respect..
7.84
-
1629.7
Providing and fixing aluminium glazing with aluminium section 1.75"x1.75", 14 gauge powder coated framing of required spacing covered with 5mm thick thoughened Antilo green/blue or any required coloured glass duly fixed with double taping and jopints filled with silicon complete in all respect..
14.5
-
3766
TOTAL DSR/NS CIVIL WORK
-
-
-
HSR PUBLIC HEALTH
-
-
-
Earth work in excavation in foundations, trenches Of under ground structures sullage drains, etc., and Other similar works in ordinary soild including Dressing of bottom and sides, to correct levels and templates, cutting Of trees and bushes, dewatering of rain water, diversion of traffic, fixing And maintenance of caution boards, and night singnals, crossing over Trenches for access to houses, watching stacking of excavated soil, clear From the edge of excavation, and subsequent filling, where required around Masonry, in 15 cm layers, with compaction and disposal of surplus Soil as directed within a lead of 30 metres for depth upto 2 METRES BELOW NATURAL GROUND LEVEL (For Public Health works only) (HSR 6.7)(CP 370%)
1075.61
-
932
Excavation for pipelines running under pressureIn trenches and pits, in open areas, where disposal,Of surplus earth is done alongwith the alignment Including trimming & dressing sides, leveling of beds of trenches to Correct grade, cutting joint holes,cutting trees and bushes, etc.,Refilling consolidation and watering of refill in 15 cm layers and Restoration of unmetalled or unpaved surface to ITS ORIGINAL CONDITION, including the cost of dewatering of rain Water, diversion of traffic, night signals, fixing caution boards, watching, Fencing etc., and outside the town in ORDINARY SOIL:- (HSR 6.8)(CP 370%) a) Without timbering and shorting upto 1.5 metres depth
163
-
1030
Cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41) (CP450%)
3.11
-
615.6
Cement concrete 1: 1.5 : 3 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41+10.95a) (CP450%)
2.24
-
702.5
STRINGING OUT C.I PIPES AND SPECIALS CASTINGS ALONG TRENCHES AND LAYING THE SAME IN TRENCHES TO CORRECT, ALIGNMENT AND GRADIENTS INCLUDING CARTAGE FROM DIVISIONAL STORES OR NEAREST RAILWAY STATION TO SITE OF WORKS AND RETURN OF PIECES OF PIPESTO STORES:- (HSR 28.1) (CP 380%) d) 150 mm internal diameter pipe line laid complete
12.1
-
18.4
e) 200 mm internal diameter pipe line laid complete
137.34
-
26.9
Providing and fixing CAST IRON DOUBLE FLANGED SWING CHECK TYPE REFL-UX ( NON RETURN) VALUES PN-1.6 MARKED WITH IS: 5312 including nuts& bolts marked with IS 1363, Rubber sheet marked with IS:638 etc. carriage loading, unloading, stacking handling Re-handling etc. Complete in all respect to the satis-of Engineer-in-charge(make AARKO,VEN US,LEADER,BIR,PANJA,UPADHAY) (HSR 28.10a) (CP 10%) 150mm i/d
2
-
5638
200mm i/d
2
-
9142
Providing and fixing RUBBER SHEET 3MM MARKED WITH IS: 638 for jointing flanged pipes, specials etc. including making of holes etc. complete in all respects to the satisfaction of Engineer-in-charge. (HSR 28.51) (CP 300%) c) for pipe size 150mm i/d
40
-
21
d) for pipe size 200mm i/d
60
-
27
supplying GI PIPES CLASS B MARKED WITH IS:1239 IN 3.05 M LENGTH, their threading and welding with flanges ( heavy duty) on both sides, jointing with nuts and bolts marked with IS:1363, rubber gaskets marked with IS:638 JOINTING WITH PUM PING MACHINERY AND LOWERING INTO TUBEWELLS and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer 100 mm i/d (HSR 28.52) (CP 10%)
160
-
2146
Providing and fixing cast iron detachable joints class-15 marked with IS:8794 for use with A.C/P.V.C/CI pipes complete with 2 nos. rubber rings marked with IS:5382 & IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the Engineer-in-Charge.(Excavation will be paid separately). (HSR 28.56) (CP 300%) c) SIZE: 150 MM I/D CID JOINT
10
-
360
d) SIZE: 200 MM I/D CID JOINT
20
-
564
Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1:2 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction of Engineer-in-Charge. (HSR 29.94) (CP 5%) Type:- Extra Heavy Duty Set (HD-20)-560MM Clear Opening
4
-
1100
PROVIDING AND FIXING IN POSITION GULLY TRAPS FIXED IN CEMENT CONCRETE 1:4:8 complete WITH H.C.I GRATING 150 MM X 150 MM CAST IRON COVER WEIGHING APPROXIMATELY 7.26 KG AND FRAME CLEAR OPENING 300 MM X 300 MM and outside size 330 mm x 330 MM AND CHAMBER INCLUDING cost of all brick work in CEMENT MORTSAR 1:5 CEMENT CONCRETE 1:8:16 IN FOUNDATIONS AND CEMENT CONCRETE 1:2:4 IN COPING around C.I cover and frame etc. WITH THREE COATS of black bitumastic superior PAINT of approved manufacture on all C.I work AS PER STANDARD DESIGN, minimum depth of water should be 150 mm with a minimum seal 50 mm. (HSR 30.114 (c) (CP340%) a) 100 mm internal diameter S.W. gully trap
96
-
208
Providing and fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K Supreme make with covers/ lids marked with IS: 12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow & scour provisions with suitable plug on scour pipe including cost of nipples, washers, flanges for connections in tanks complete in all respects to the satisfaction of Enginer in charge. (HSR 30.119) (CP 0%) (ii) 1000 ltrs.
1
-
5263
TOTAL P.H. WORK (HSR+CP)
-
-
-
P.H. WORK DSR/NS
-
-
-
Providing and fixing C.I. Sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) DSR 18.31)(CP -10%) 3) 150 mm diameter (Class-II) DSR 18.31.3.2
4
-
6442.35
4) 200 mm diameter (Class-II) DSR 18.31.4.2
5
-
13376.85
Providing & placing in horizontal layers filtering media screened, washed and cleaned boulder of 50mm to 200mm size upto 4.5 mt. Depth, complete.
8.49
-
2599
Providing & placing in horizontal layers filtering media screened, washed and cleaned Graver of 20mm to 25mm size upto 4.5 mt. Depth, complete.
3.96
-
1703
Providing & placing in horizontal layers filtering media screened, washed and cleaned Graver of 5mm to 10mm size upto 4.5 mt. Depth, complete.
12.85
-
3068
Providing & placing in horizontal layers filtering media screened, washed and cleaned coarse sand of 1.5mm to 2mm size upto 4.5 mt. Depth, complete.
3.96
-
2130
Providing, Jointing & Lowering 150m i/d slotted PVC pipe, IS:4985, 10kg/sqcm pressure with 20% opening & 3mm slots (As per strata), complete.
20.68
-
763
Boring of 450mm i/d hole in ground for Rain Water harvesting purpose upto 70mt. Depth complete.
60.96
-
713
Providing and jointing & laying of 200mm i/d PVC pipe, IS:4985, 10kg/sqcm pressure, complete.
31.43
-
832
Providing & fixing of 200mm i/d PVC bend.
2
-
350
Providing, jointing & Lowering 150m i/d PVC pipe, IS:4985, 10kg/sqcm pressure upto 70mt. Depth, complete.
43.96
-
713
Providing and Fixing PVC grating cap for 150mm i/d pipe complete.
1
-
100
Providing and fixing of starter for 12.5 HP Monoblock pump complete in all respect.
2
-
25000
Providing and fixing of Monoblock pump set of 12.5 HP complete in all respects.
2
-
60000
Drilling 250 mm dia bore by heavy percussion / direct rotary mathods according to ISI specification No. 2800/1991 (Part-I) as amended upto date but modified to the exten of the specification attached with this schedule of items of work in any kind of driling from 0 to 50 mtr. below ground level each.
609.6
-
450
Supply and lowering of 200 mm nominal dia (outer dia 225 mm minimum UPVC medium well costing pipes 10kg pressure (CM) with all thickness of 10mm min and 11.2 mm max confirming to IS 12818 with a make thread at spigot end and female thread at the scokedted ends. The scaling rings to be used while jointing the pipe shall be of natural rubber confirming to IS 5282 1985 i/c the cost of material abour T & P testing sampling etc as per direction of Engineer incharge each. (a) length from 0 to 45 mtr. below ground level.
487.68
-
1150
Supply and lowering of 200mm nominal dia (outer dia 225 mm minimum UPVC medium screen pipes with ribs pipes 10 kg. pressure (CM) with all thickness 5mm and 5.7 mm max confirming to IS 12818 with a male thread at spigot and female thread at the scokedted ends. The scaling rings to be used while jointing the pipe shall be of natural rubber confirming to IS 5282 1985 i/c the cost of material labour T&P testing sampling etc. as per direction of Engineer incharge each a ) length from 45 to 50 mtr. below ground level.
121.92
-
1200
Supplying and laying in position suitable UPVC socket buttom plug of nominal dia having thread of the socketed end in accordance with IS : and the closed end monolithically casted including the cost of material, labour, T&P, testing, sampling etc as per direction - Engineer-in-charge complete in all respect.
40
-
200
Supply and fixing of base plate of size 2'x2' , nuts & bolts complete in all respect.
12.5
-
101
Development of tubewell as per method described in IS 11189-1985 suitable to the stie condition and confirming to the requirement of clause 9, 3 of IS 2800 (part) - 1991 complete in all respect.
80
-
500
Supplyling, erection, testing and commissioning of submersible pumping sets as per BIS SPECIFICATION NO. 8034 - 1989 (as amended up to date for pumps) and IS 9283 - 1979 (as amended up to date for motor) the pump motor sets should be capable of pumping clear fresh cold water having charateritics as specified in Clause - 4 of IS 8034 -1989 and clause 4.1 of IS 9283 - 1979 Each pump motor set shall be supplied with joint free 70 M double length PVC insulated and Submersible pumping set. (i) 700 LPM/100M Head - for T/well - 41 BHP
2
-
60000
Supplying erection testing to electric dula mode auto control panel board for T/Well in outer side consistent of M.S. sheet of thickness 14 guage duly painted box type floor mounted made in Angle frame consisting of (NS)
2
-
25000
1) 1 No. Semi automatic star delta oil immersed suitable upto 41 HP
-
-
-
2) 1 NO. Volt meter (0-500 V)
-
-
-
3) 1 NO. Amp. Meter ( 0-100 V)
-
-
-
4) 1 NO. CT Coil
-
-
-
5) 1 No. MCCB 100-A
-
-
-
6) Power Capacitor 8 KVAR
-
-
-
7) 1 FM Quarts timer
-
-
-
8) 3 Sets indicating lamp
-
-
-
9) Voltage Selector switch
-
-
-
10) 1 No. Sinlge phase, Voltage, winding temp and reverse rotation prevention relay (Pratection relay).
-
-
-
11) Timer Switch
-
-
-
12) Starter Oil 5 Liters.
-
-
-
13) Connecter strips.
-
-
-
14) PVC Wire 7/16 - 10 Mtrs.
-
-
-
15) 3 No. Kit Kat - 100-A
-
-
-
Including wiring in panel board and suitable electric energy meter wiring from and electric control panel board complete in all respect.
-
-
-
Providing and fixing 4mm 3 core cable finolex make complete in all respect.
365.76
-
144
TOTAL DSR/NS P.H. WORK
-
-
-
E.I HSR
-
-
-
Supply and erection of moulded case circuit breakers on wall or on existing pedestal including bonding to earth and necessary connections. HSR 31.12 (C) @ 60% i 15 amp.to 60 amp. 415 V ,10 KA 3-phase.
2
-
1926
ii 100 amp.to 220 amp.415 V,10 KA 3-phase.
10
-
4246
iv 300 amp. to 400 amp. 415 V , 35 KA 3-phase.
2
-
10502
Supply and erection of miniature circuit breaker / isolator 240 /415 V in the existing distribution board including making necessary connections. HSR 31.17@ 30% Miniature circuit breakers of 9 KA breaking capacity. ii SP MCB of 9 KA breaking capacity 6 amp. to 32 amp.
80
-
95
iii SP MCB of 9 KA breaking capacity 40 amp. to 63 amp.
10
-
113
iii SPN MCB of 9 KA breaking capacity 40 amp. to 63 amp.
10
-
240
iii TPN MCB of 9 KA breaking capacity 40 amp. to 63 amp.
8
-
499
Supply and erection of Fittings and Accessories. HSR 31.18 @ 200% xi Bakelite angle / straight button holder large size.
200
-
6.2
Earthing HSR 31.22 @ 350% i Earthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required .
10
-
378
ii Extra for using salt and charcoal / coke for pipe earth electrode as required.
10
-
125
iiiEarthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt ) complete as equired.
4
-
453
iv Earthing with tinned copper earth plate 600 mm x 600 mm x 3 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) comlete as equired.
2
-
1149
v Extra for charcoal or coke and salt for G.I. Plate or copper plate earth electrode.
6
-
186
x Pdg. and fixing 25 mm x 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode as required .
8
-
155
xi Pdg. and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required .
16
-
65.1
xiv Pdg. and fixing 25 mm x 5 mm copper strip on surface or in recess for connections etc. as required with all labour and material.
40
-
117
xv Pdg. and fixing 25 mm x 5 mm G.I. Strip on surface or in recess for connections etc. as required with all labour and material.
30
-
20.3
Supply and erection of under ground cable ,loose in existing pipe or trenches complete with necessary connections . HSR 31.26 @ 140% iv 10 Sq. mm 2 Core Cable .
300
-
17.4
xl 16 Sq. mm 4 Core Cable .
200
-
46.8
xli 25 Sq. mm 4 Core Cable .
200
-
56.3
xliii 50 Sq. mm 4 Core Cable .
240
-
84.5
xxviii 70 Sq. mm 3.5 Core Cable .
140
-
100.3
xxix95 Sq. mm 3.5 Core Cable .
170
-
121.1
Supply and erection of suitable compression type brass cable glands for underground Cable. HSR 31.28 @ 140% ii 10 Sqmm to 16 Sqmm Cable 2 to 4 Core .
50
-
9.2
iii 25 Sqmm to 50 Sqmm Cable 2 to 4 Core.
56
-
16.8
iv 70 Sqmm to 95 Sqmm Cable 3 to 3.5 Core .
6
-
22.5
v 120 Sqmm to 185 Sqmm Cable 3 to 3.5 Core
4
-
28.6
Street Light HSR 31.30 @ 270% xv Supply and erection of 32 mm dia meter 1.5 metre long bracket ( B-Class ) making an angle of 10 to 15 degree with horizontal plane for mounting street light fitting fixing of GI bracket on wall with 2 Nos. , 32 mm x 3 mm thick MS clamps including the cost of cutting , welding of GI pipe complete with cement sand mixture , bolts and nuts etc. including necessary connections .
40
-
102
V Supply and erection of weather proof M.S.Box of size 20 cm x 15 cm x 10 cm. covered with 3.00 mm thick M.S.sheet hinged cover, housed in 1:2:4 cement concrete muff including suitable size of PVC pipe for in coming and out going cables, including the cost of 1 no. 16 amp. 415 volts kit-kat and 2 nos. 63 amp. 415 volts neutral links fixed on hard wood board in the M.S.Box including the cost of locking arrangement , painting and necessary connections etc. HSR 31.30 CP 270% Muff size 40 cm. dia 50 cm .high.
80
-
120
VI Supply and erection of prestressed cement concrete pole as per IS : 1678-1960.
-
-
-
VI9 metres long 105 mm x 115 mm at top and 105 mm x 315 mm at bottom with working load of 200 Kg. burried 1.80 m in ground.
6
-
829
VI 11 metres long 152 mm x 203 mm at top and 152 mm x 368 mm at bottom with working load of 360 Kg. burried 2.20 m in ground.
4
-
1987
Supply and erection of Godrej Almirah typeM.S.pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S.sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars . The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current . The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1:2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work:- HSR 31.33 @ 250% HSR 31.33 CP 250%
-
-
-
M.S.pedestal of size 750 mm wide , 900 mm high , 300 mm deep and bottom totally open , duly embeded in cement concrete block of size 900 mm x 450 mm x 200 mm above ground level duly plastered with 12 mm thick 1:4 cement plaster , having a base of size 1050 mm x 600 mm x 250 mm below ground level . HSR 31.33@ 250%
2
-
1492
Supply and erection of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe HSR 31.40 @ 10% I Size 1.5 sqmm ( 3/0.81 )
900
-
10.2
Size 4 sqmm ( 7/0.85 )
300
-
24.5
Supply and erection of Double door sheet steel enclosure distribution boards suitable for MCB's & ELCB's recessed in wall including bonding to earth complete with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. HSR 31.41 @10% ii 8-way , SP&N ( Horizontal)
6
-
870
iii 12-way , SP&N ( Horizontal)
4
-
1110
v 4-way , TP&N ( Horizontal) (8+12)
4
-
1670
x 8-way , TP&N ( Verticle) (8+24)
6
-
4890
Providing and fixing modular type accessories of approved make in existing box including fixing and making necessary connection, complete in all respect. HSR 31.56 @ 0% 10 amp. 1 way switch
100
-
87
20 amp. switch
40
-
116
10 amp. Socket
60
-
106
16 amp. Socket
40
-
165
Fan Regulator
100
-
397
Blanking plate.
130
-
25
Supply installation testing and commissioning of wall / free standing floor mounting dust & vermin proof compartmentalized cubical panel made out of 2mm thick CRCA sheet, required hardware, 3mm thick bakelite sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel, dully painted by 2 coat of zinc / Red oxide primer followed by 2 coats of powder coating in grey or required shade after rinsing. The panel having PU / Neoprene rubber gasket of not less than 3mm thickness, separate detachable gland plate MS base channel, hinged door with inter locking arrangement for equipment / switch gear.
-
-
-
Transparent acrylic sheet shall be provided in front of bus bar compartment to prevent direct access to bus bar bakelite sheet 3mm thick for separately cable alley to BBC from switch chember. Extended solid copper bars up to cable alleys shall be provided for outgoing connection which shall be paid as extra items. Side walls and cable alley compartments shall be having bolted type doors with detachable extension type structure. The panel will be complete with control wiring (copper) and fuse protection. (only outer area on all sides shall be measured). Size 1800x1300x450mm deep.
20.8
-
2160
Supplying and fixing of Copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending , cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation Complete in all respect. HSR 31.63 CP 0%
20
-
525
Pdg. and fixing digital metering equipment for LT cubical Panel consisting of 96mmx96mm 0-500V, volt meter with selector switch, Amp. meter (of required ratio up to 600/5 amp.) with selector switch and required C.Ts 3 Nos., a set of 3 no phase indicating lamps RYB LED.
2
-
4050
Supply & fixing of rotary handle for on / off operation of existing MCCB in the LT panel including fixing the same in position with all labour and material required to complete the job in all respect. up to 125A MCCB
2
-
675
Above 125A MCCB
12
-
790
S/E of mark double walled corrugated (DWC) HDPE pipe laid 1 mtr. below ground level including diging and refilling of earth including cost of suitable size socket / cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect upto the entire satisfaction of Engineer-incharge of the work AS PER HSR 31.67 CP 0% HDPE pipe 90 / 75mm outer dia / inner dia.
700
-
135
HDPE pipe 145 / 123mm outer dia / inner dia.
160
-
235
Supply & Erection of Hot Dip Galvanized octagonal pole of 3 mm thickness, with base plate including cost of nut and bolts and all accessories as supplied by the manufacturer including cost of foundation accessories etc. The foundation bolts as per manufacturer design should be hot dipped galvanized pole complete with door locking arrangement. Terminal plate consisting of 2 Nos. 100A. 4 pole natural links including connection etc. with suitable connecting arrangment for 2 no. MCBs / kit kat including cost of R.C.C. 1:1.5:3 for foundation of size 0.7 M. x 0.7 M. x 1.8 M with minimum 8 Nos. 12mm dia longitudinal MS reinforcement rods with rings of 8 mm dia not more than 200mm C.C. for fixing the pole with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineerin-charge of the of the work.
-
-
-
7 Mtr. Long pole with top dia 70mm and botom dia 130mm with base plate of size 220 x 220 x 12mm.
30
-
13940
Supply and erection of moulded case circuit breaker single pole/4 pole on wall / on existing pedestal including bonding to earth and making necessary connections required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work. HSR 31.69 @ 0% Four pole MCCB 500 amp of 50 KA breaking cap
1
-
24800
Supply and erection of XLPE (E) 11 KV HT aluminium conductor armoured cable ISI mark laid in existing pipe/ trenches / surface with all labour and material required to complete the job in all respect upto the entire satisfaciton of the Engineer-in-charge of the work. HSR 31.71 @ 0% 95 sqmm 3 core XLPE cable
200
-
830
Supply and erection of heavy duty 4 pole ON load changeover / load break switch comprising of switches 63 amp to 400 amp suitable for operation on 415 Volts, 50 HZ AC supply complete with handle assembly having door interlock & padlocking arrangement in existing panel including making necessary conections with petty material required to complete the job HSR 31.74 @ 0% 300 amp 4 pole ON load change over switch
1
-
17100
Total EI HSR
-
-
-
E.I. WORK NS ITEMS
-
-
-
S/E of ACSR conductor (Insulated) confirming to ISS 398/1976/ part-II with latest amendment duly ISI marked with all labour, material required to complete the job on the existing pole. (NS ITEMS) (iii) Size 50 Sqmm (Rabbit)
4000
-
48
Supply and erection of street light LED luminaire 45 watt, suitable for operation on 230 volts A.C. Supply. Or make as per brand list of HPHC
74
-
4578
S/E of LED flood lights 180/200 watt,suitable for operation on 230 volts A.C. Supply as per brand list of HPHC 200 wattage system lumense 23200 surge protection 4 kva + 10 kva ip66 pf 70.95 thd 10% cri 770 drived of 790% cct 5700k
32
-
13770
S/E of 4 sq. mmx5core circular flexible copper cable (un Ad) including making necessary connection (NS ITEMS)
80
-
250
S/E 3 phase automatic street light controller (Digital) with timer switch operation ON& OFF setting for 24 hours for each phase complete with 63/32 amp contactor & MS powder coated enclosure of suitable size to complete the job with all labour and petty material required. (NS item)
6
-
8000
S/E of 1.0 Mtr , 48 mm dia hot dip galvenized bracket for fixing on the existing Hot Dip Galvanized octagonal pole 7/8 meter height, complete with aluminium dome on top of bracket, labour and petty material required to complete the job in all respect upto the entire satisfaction Engineer in charge of the work.( Philips / Bajaj / Crompton Greaves / PE - Make ) (NS item) (i) Single Arm
26
-
1369
ii) Double Arms
4
-
1950
Supply, erection, testing and commissioning of outdoor type, copper wound transformers 11 KV, 3 phase, 50 cycle per second on plateform as per IS: 1180 Part I (2014) 4 star specification under including the guarantee of the two year from the date of completion ( To be installed out door on existing plateform of reqd size excluding cost of plateform ) :-
-
-
-
Cable box on HT / LT both sides
-
-
-
No load voltage ratio 11000/0.433K Volts
-
-
-
No of phase-3
-
-
-
Frequency cycles- 50 HZ
-
-
-
Type:- Double wound core type and copper wound.
-
-
-
Colling-ONAN
-
-
-
Duty-outdoor
-
-
-
Tapping on HV compensation 2.5% to 5% in steps of 2.5%
-
-
-
Fitting/ Aocessories provides off circuit tape changer internally hand operated.
-
-
-
Oil conservator with fitting hole.
-
-
-
Plain oil level gauge with minimum level marking.
-
-
-
Thermostate pocket.
-
-
-
4 Nos plain rollers unidirectional.
-
-
-
2 Nos dial type thermometers Selica jel breather.
-
-
-
Ist fitting of oil drum cum filter valve.
-
-
-
Ratting of diagram plate.
-
-
-
Two earth, terminals.
-
-
-
Explosion vent.
-
-
-
Air release plug.
-
-
-
100mm-oil temperature indicator.
-
-
-
Temperature rise ( Oil/Res) 0*C to 50/55*C.
-
-
-
ii) 315 KVA, 11 / 0.433 KV Transformer ( NS ITEMS) as per IS 1180 (2014) 4 star make as per brand list of HPHC
1
-
481500
S/E of lightning arrestor model SDU suitable for 11 KV 3 phase 50 cycle per second grounded netural system comprising of spark gap type quench gap in service with non liner resistor element housed in along with mountering clamps& confirming to ISS-3070 (part-I) of 1988 with latest amendments with all labour & material required to complete the job in all respect upto entire satisfaction of the Engineer-in-charge of the work.( NS ITEMS)
2
-
2667
S/E of 3 core HT indoor cable termination end joint of heat shrink complete with necessary connections and fixing the same in position complete with all labour, material and compound etc. (i) Size 95 Sqmm
10
-
5960
S/E of stay set suitable for 9/11 mtr long PCC pole made out of 7/8 SWG GI wire with U type MS rod 5/8"dia duly threaded by means of angle iron of size 50mmx6mmx6mm, 30 cm long and 6 ft. long MS rod5/8" dia, 5' buried in the ground after fixing with cross channel of size 75mmx40mmx60cm. The stay wire will be binded on the top of the pole with the help of suitable size of double U type MS clamps and tied with nuts and bolts. the stay wire shall be insulated in the middle point with the help of insulator and complete with one coat of red oxide with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in- charge of the work. ii) With Disc insulator (for H.T. Pole )
6
-
2983
S/E of cross arm made of angle iron of size 50mmx50mmx6mm for laying of neutral wire, earth wire & other purposes, fixing the same with half clamp made of MS flat of size 50mmx6mm with nuts and bolts on existing pole, complete with all labour and material required to complete the job to the entire satisfaction of the Engineer-in -charge of the work.( NS ITEMS)
30
-
411
S/E of 400/600amps, 12 KV, 50HZ outdoor tri polar-vertical pole mounted isoltor (Isotech-make IE6) with poreclain post insulators along with D.O. Fuse unit confirming to latest IS specification and amendments from CPRI complete with erection of the same on the existing H pole with MS channel 100 x 50 mm painting 2 coats of epoxy paint and one coat of red oxide i/c making necessary connection with all labour and petty matrial required to complete the job in all respect upto the entire satisfaction of EIC of work as per following specification:-
2
-
40700
S/E of cross arm channal of size 75mmx40mm for laying of earth wire, ACSR conductor & other purposes, fixing with U type clamps made out of M.S. flat of size 50mmx 6mm, nuts & bolts, on the existing pole complete in all respect including 2 coats painting with epoxy paint, labour and other petty material required to complete the job in all respect upto the entire satisfaction of the Engineer in charge of work.( NS ITEMS)
20
-
470
S/E of M.S. flat of size 50mmx 6mm for making clamps for fixing of pin insulator & other purposes on existing pole complete in all respect including nuts & bolts,2coats painting with epoxy paint, labour and other petty material required to complete the job in all respect upto the entire satisfaction of the Engineer in charge of work.( NS ITEMS)
30
-
183
S/E of danger plate of size 8" x 6" on existing pole written in three languages with enameled paint, complete in all respect upto the entire satisfaction of the Engineer-in-charge of the work.( NS ITEMS)
6
-
83
Total NS ITEMS
-
-
-
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