Water Supply And Sanitation Department Tender
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Costs
EMD
₹ 1,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_WB_31306_1Bid Award Id
ViewTender No
1134/06/03/2019Tender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Gagger Sand (Av Lead 310 Km.)
Up to 40 km
28.08
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41 km to 60 km
28.08
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61 km to 150 km
28.08
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150 km to 310 km
28.08
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Bajri (Av Lead 310 Km.)
Up to 40 km
193.9
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41 km to 60 km
193.9
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61 km to 150 km
193.9
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150 km to 310 km
193.9
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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing but excluding cost of rolling.
(Item No. 6.2 (g))
98.15
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Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonery in 15cm layer with compaction including disposal of all surplus soil as directed with in a lead of 30 mtrs.
(Item No. 6.6)
315.46
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Earth filling :-
(a) (i) Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar up to 40% excavated from foundation and taken only from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 mtr. (Item No. 6.8(a) (i)
35
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Excavation in soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal upto 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 450m.
(Item No. 6.21)
3783.04
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Shuttering for faces of concrete foundations and foundation beam and plinth beam (vertical or battering).
(Item No. 9.1)
20.61
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Centring and shuttering for faces of wall partion, retaining wall (vartical or batering) including attched pillars etc.
(Item No. 9.2)
273.93
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Centring and shuttering for sides & soffits of beam, beams launchings, girders bressumers, lintels etc.
(Item No. 9.6)
7.23
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Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
(Item No. 9.8)
97.76
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Cement Concrete 1:8:16 with40 mm gauge stone aggregate using concrete mixer volumetric type.
(Item No. 10.6 (b) ii)
127.63
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Cement concrete 1:4:8 with stone aggregate 40mm gauge using concrete mixer volumetric type.
( Item No. 10.10 (b) ii)
6.17
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Cement Concrete 1:2:4 with stone ballast. Or shingle.
(Item No. 10.12 ii)
6.33
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Reinforcement cement concrete M -15 Mechanical batch mixed using batch type concreate mixer as per IS : 1791 and vibrator by needly vibrator but excluding steel reinforcement centering and shuttering in super structure.
(Item No. 10.20)
5.06
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Reinforcement cement concrete M -25 Mechanical batch mixed using batch type concreate mixer as per IS : 1791 and vibrator by needly vibrator but excluding steel reinforcement centering and shuttering in super structure.
(Item No. 10.22)
12.32
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Reinforcement cement concrete M -30 Mechanical batch mixed using batch type concreate mixer as per IS : 1791 and vibrator by needly vibrator but excluding steel reinforcement centering and shuttering in super structure.
(Item No. 10.23)
36.43
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DPC 4 cm thick of cement concrete 1:2:4 with two coats of bitumen 20/30 at 1.65 Kg/sqm. Laid in hot and sanded.
(Item No. 10.28)
7.79
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DPC 25mm thick of cement concrete 1:2:4 with two coats of bitumen 20/30 at 1.65 Kg/sqm. Laid in hot and sanded.
(Item No. 10.30)
1.12
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First Class brick work in cement sand mortar 1:5 in foundation and plinth.
(Item No. 11.5)
289.48
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First Class brick work in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
(Item No. 11.6)
54.17
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115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth.
(Item No. 11.35)
42
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Terracing consiting of tiles 22.86x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another laver of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg/sqm top of RCC slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc.
(Item No. 13.13)
32.69
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Providing and fixing cast iron 100mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc.
(Item No. 13.41)
6.1
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Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall-face including filling the joints with spun yarn and cement mortar 1:2.
(Item No. 13.42)
2
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Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2.
(Item No. 13.43)
2
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Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.
(Item No. 13.45)
2
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Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3.
(Item No. 13.51)
2
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Conglomerate floor 40mm thick cement concrete topping 1:2:4.
(Item No. 14.6)
105
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Conglomerate floor 50mm thick cement concrete rate 1:2:4on 100mm thick Cement concrete 1:8:16 & 100mm sand filling.
(Item No. 14.10)
29.77
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12.5mm C.P. 1:2.
(Item No. 15.7)
412.63
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12.5mm thick C.P. 1:4.
(Item No. 15.9)
509.34
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12.5mm thick C.P. 1:5.
(Item No. 15.10)
25.92
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20mm thick C.P. 1:4 in two coat work.
(Item No. 15.20)
19.76
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Plastering on underside of ceiling 10 mm thick cement plaster 1:3.
(Item No. 15.43)
29.77
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Cement rendering on plaster 1mm thick.
(Item No. 15.48)
305.97
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12.5 mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg per sqm laid hot and sanded.
(Item No. 15.49)
9.88
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Cement Pointing 1:2 deep Veriety.
(Item No. 15.59)
599.76
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Cement Pointing 1:2 flush on flat brick flooring.
(Item No. 15.67)
900.13
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White washing three coats. (Item No. 16.3)
96.75
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Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. (Item No. 16.14)
354.35
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Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
a) With Special Quality Paint (Item No. 16.17)
8.09
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Painting two coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
a) With Special Quality Paint (Item No. 16.18)
8.09
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Applying priming coat with metal primer on new steel or iron work including preparation of surface.
b) With Ordinary Quality Paint
(Item No. 16.21)
10.66
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Painting two coats including priming coat with ready mixed paint for metallic surface in all shades on new steel or iron work.
b) With Ordinary Quality Paint
(Item No. 16.22)
10.66
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Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position.
a) Panelled, glazed or glazed and panelled (Double leaf)
ii) 35 mm thick
(Item No. 17.10 (iii))
8.09
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Steel work fixed independently without connecting plates including hoisting & fixing in position, Tees, angle & channel.
(Item No. 18.1)
7.81
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Wrought iron mild steel ladder.
(Item No. 18.4)
2.95
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Bolts and nuts of all sizes and length required.
(Item No. 18.15)
4
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Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete.
(Item No. 18.18)
39.85
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Supply & fixing of pressed steel frames (chowkats) consisting of 18 gauge thick steel sheet of the specified section (standard design latest) including iron lugs iron hinges, confirming to PWD specifications including bolts for fixing stops, lock etc. complete.
a) Doors and windows frame of size 118 mm x 60 mm wide single rebate weighing 3.43 kg per meter.
(Item No. 18.24)
16.46
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Brick lining 7.5cm thick in 1:3 cement sand mortar over 12.5 mm thick baseplaster 1:6 over dressed sub-grade including laying, trenching and jointing of low density polyethylene.
On Side Slope
(Item No. 19.27)
908.72
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115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern laid in 1:3 cement sand mortar over LDPE over 12.5 mm thick base plaster 1:6 over dressed sub grade including laying, trenching and jointing of low density polyethylene.
In Bed
(Item No. 19.32)
417.11
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Excavation by mechanical means (JCB) or Hydraulic excavator ) in trenches for pipe line with straight or open cutting in streets or open area including trimming and dressing sides, levelling of beds of trenches to correct grade, cutting joint holes, refilling; consolidation and watering including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, corrsing over trenches for access to the houses watching, fencing etc and removed of surplus soil out side/inside the town involving lead upto 15 meter complete in all respects. (Item No. 28.2) a) Earth work upto 1.5 mtr depth for In all classes of soil except rocky.
1751.28
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b) Exceeding 1.5 Mtr. depth but not exceeding 2.25 Mtr. Depth
(i) In the all classes of soil expect rocky
45.75
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c) Exceeding 2.25 Mtr. depth but not exceeding 3.00Mtr. Depth
(i) In the all classes of soil expect rocky
45.75
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d) Exceeding 3.0 Mtr. depth but not exceeding 4.50 Mtr. Depth
(i) In the all classes of soil expect rocky
67.1
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Providing, Laying,Fixing & Jointing of P . V. C Pipes 6 Kg f/sqm ISI Marked as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.
(Item No. 28.13)
xiv) 90 mm o/d
25
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xv) 110 mm o/d
18
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xvi) 160 mm o/d
25
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Providing, Stringing out, cutting, jointing and testing of CI Double flanged Pipes with casted flanged as IS : 7181 Class B (ISI marked with prior approval of Engineer-in-charge) and laying the same in trenches to correct alignment and gradients, jointed with nut bolts, rubber insertion fitted complete including all cartage.
b) 100mm i/d pipe lines laid complete.
(Item No. 28.21)
10
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Providing, Stringing out, Cutting, jointing and testing of ISI marked DI Double flanged Pipes with screwed, flanged as per IS 8329-2000, Class K-9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts & rubber insertion joints fitted complete including all cartage.
b) 100 mm i/d
(Item No. 28.23)
65
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Supplying and laying CI Specials as per IS : 1538 complete as desired by Engineer-in-charge conforming to ISI specification.
A) CI Specials Up to 300 mm i/d i.e. Puddle collar etc.
(Item No. 28.24)
108
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Supplying and laying DI Specialsfitting as per IS : 9523/2000 (ISI marked with prior of approval of engineer incharge)class K-12 suitable for tyton joint with external bitumen coating and cement morter lining scafolding tools and plants roaps guy etc complete in all respect.
a) DI specials upto 300 mm i/d
(Item No. 28.25)
187
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Providing & fixing CI/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts slucie valves ISI marked, 14846-2000, including jointing, testing & cost of Nut, bolt & insertion sheet all carriage complete (with the approval of Engineer-in-charge).
A) Class PN-1 as per ISI
(Item No. 28.27)
a) 80mm i/d Sluice Valves Flanged
4
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b) 100mm i/d Sluice Valves Flanged
6
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Providing & fixing ISI Marked Non return valve flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut bolt, rubber insertion etc. Complete. Note : If Non return valves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra.
B) Class PN-1.0 as per ISI with rubber flap
b) 100mm i/d Non-return valve
(Item No. 28.31)
4
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Providing fixing & jointing cast iron Serface box for Sluice valve, air valve, fire hydrand etc. including all carriage complete.
(Item No. 28.32)
2
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Providing and laying, jointing, fixing, testing ISI marked G.I. Pipe (as per IS 1239) B-Class, perimum make such as (Jindal, Hisar) including cost of specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.
e) 40 mm i/d
(Item No. 28.36)
20
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Providing, fixing and jointing ISI marked Gun-metal peet valves (Heavy Pattern) as per IS:778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.
e) 40 mm i/d Gun metal peet valve heavy pattern
(Item No. 28.43)
2
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Construction of masonary Sluice Valve Chamber excluding sluice valve cover as per standard design & drawing of public health department.
(Item No. 28.66)
a) 0.60 x 0.60 mtr.
2
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b) 0.90x 0.90 mtr.
3
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Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/ Bocki methed including excavation, stringing and jointing of pipe upto 160mm complete.
(Item No. 28.71)
30
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Providing and fixing S.S Pressure Gauge complete as required complete in all respects.
b) Dial dia mater 100mm calibration 0-16 kg
(Item No. 28.121)
1
-
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First class brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.
(Item No. 29.29)
25.77
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Proving & fixing 560mm ,500 mm,450 mm internal diameter circular or 450 mm x 600 mm clear inside opening rectangula RCC manhole cover & frame ISI marked as per IS 12592-2002 including carriage from the store of Engineer -in -charge to site of work loading unloading including stacking and setting the same to correct lines over manholes including cement conc copping (M20) around the frame etc dia of steel for lifting hook is 16 mm (for EHD and HD) A) 560 mm i/d RCC Mahole cover with frame
c) Medium duty
(Item No. 29.36)
3
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Provieding orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar confirming to IS : 1786 having minimum cross section as 23mm x 25mm and over all minimum length 283mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adaquated anchoring projections on tall length on 138 mm as per standard drawing and sultable to with stand the bend test and chemical resistance test as per specification.
(Item No. 29.37)
234
-
-
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Providing, Lowering, jointing and cutting of Plain and Reinforced Cement Concrete spigot and socketed Pipes and Specials with rubber ring ISI marekd as per IS code IS 458-2003 into Trenches for all Depths and Laying out the same to correct alignment, gradients, levels etc. including all dressing and trimming and cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and to ensure this, they shall be grouted in where necessary including jointing the socketed pipe with cement sand mortar 1:1 after stretching and fixing of rubber ring, facing, troweling and finishing the joints at an angle of 45 degree, keeping the joint covered and wetted till the same are cured, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc.
all depths and laying out in the same.
ii) RCC Pipes s/s class NP-2
c) 150 mm i/d
(Item No. 29.69)
1453
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Wiring in PVC insulated copper conductor single core FRLS cable (ISI marked), 1100volts grade to be laid in heavy gauge welded conduit pipe 20 mm/25 mm dia (1.6mm thick) ISI Marked
(Item No. 33.03)
(i) Wiring fan point with sheet metal fan box (shape hexagonal & sheet thickness not less than 1.60 mm) in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm, 1100volts grade with step type electronic fan regulator 100watts (socket size).
1
-
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(ii) Wiring light point in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm, 1100volts grade.
5
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(iv) Wiring 3 pin 6 Amp. wall socket point in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm, 1100volts grade complete with bonding to existing earth with PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1 sq. mm, 1100volts grade.
2
-
-
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(vi) Wiring 3 pin 16/20 amp. power plug control and switch.
1
-
-
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GALVANIZED IRON PIPES AND G.I. EARTHING:
Supply & erection of G.I. pipe for wiring purposes including bends, inspection boxes etc., where necessary including painting as per PWD General Specifications 2010:-
Earthing of Sheet metal/ iron clad Switches and metallic cases etc., with No. 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe partly recessed and partly on surface complete with 135cm long 50mm dia. G.I. earth pipe with G.I. reducing socket (50mm x 15mm) including erection of the same, 10 metre below ground level with necessary charcoal & salt mixture etc., up to 13 metre in length (including boring & refilling).
2
-
-
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Supplying and fixing 150mm i/d Galvanized iron sheet floating arm 5.20 mtr long including sluice valve, survivel bend, floating drum, extended rod with hand wheel.
(Item No. NS)
1
-
-
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i) Model of Pressure Sand Filter Suitable for 6000 population in SAF 1500. Supplying, Installation, commissioning of Pressure sand filteration Plant capacity 20 cum with on uncleaning filter, Pressure sand filter plant should be designed & manufactured with good engineer practice to provide quality water of drinking grade as per standard given in DNIT for raw water anaylsis & treated water quality results, requires raw water pump sets with valves reputed make, inter connecting pipe line and valve electronic works, Transport Charges, Pressure gauge,control panal switches etc. const. of steel shad for covering the plant with steel frame & fiber as suitable size & other related works as per Technically specifications and commissioning material including 3 month Operational & Maintinance complete in all respects to the satisfaction of engineer- in - charge.
(Item No. NS)
1
-
-
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Provision of one No. Providing & Fixing electricity based water powered dosing Pump driven by water Powered chlorination unit for Disinfection of water along with other accessories Complete in all respects.
(Item No. NS)
1
-
-
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Providing & Fixing Orient Electric Apex-FX 1200mm Ceiling Fan (White) & Regulator etc. complete.
(Item No. NS)
1
-
-
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Providing & Fixing Crompton Slim Ray 18-Watt LED Tube Light (Cool Day Light) complete.
(Item No. NS)
1
-
-
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Providing & Fixing Syska SSK-SRL 15W B22 LED Bulb (Cool Day Light) complete.
(Item No. NS)
3
-
-
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Providing & Fixing CI assembly & flanged for CI Slucie valve and CI Bends.
(Item No. NS)
100mm i/d
3
-
-
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Providing & Fixing C.I. T - TYPE / Rose ventilator complete in all respects.
(Item No. NS
2
-
-
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Providing & Fixing foot valve strainer complete in all respects.
(Item No. NS)
1
-
-
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Providing, fixing and testing centrifugal pumping set comprising Reputed make electric motor 3 ph 415 V, 50Hz, Directly coupled to pump reputed make motor + pump horizontal split casing with panel board consisting of Electric appliances. Such as automatic L&T starter, L&T Push Button, L&T volt meter and Amp. meter, ELCB Havells, Epcos shunt capacitors, Single phase preventer, L&T LED indicator, Kitkat Max. Complete in all respects.
Clear Water Pumping Set Discharge 5 LPS 30 mtr. Head
(1 No. Stand bye)
(Item No. NS)
2
-
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Construction of One No. RCC, O.H.S.R of 50000 ltrs. Cap having height 20 Mtr. upto FSL & 17 Mtr. upto sill level complete with external RCC staircase with landing slabs at each staging RCC roof, ventilator, single manhole cover, lightening conducter etc.complete as described in schedule No.3 Providing and fixing C.I D/F expansion joints latest bell mouth and D/F puddle collars as per DWSS design on the basis of enclosed drawing. Duck foot bends, Conforming to ISI-13382 and CI/DI D/I sluice valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet,outlet scour pipes and over flow DI double flanged pressure pipes DI K-9 horizontally cast in sand moulds as per IS 8329-2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr. as per detail specification. TMT steel & painting of all complete shall be included in cost and P/F aluminium ladder inside the OHSR complete in all respect as per specifications. Providing and fixing automatic Electronic Water Lavel control Device and Construction on Plinth protection around OHSR with masonary toe wall 40mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling within lead of 5km, including overflow scour haudi complete in all respect. (The specification & drawing are based on safe bearing capacity of soil of 8.75 tone per Sqm. In case the safe bearing capacity of soil is less than8.75 tone per Sqm. The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 1.75 tone per Sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Premium. including Providing and fixing automatic electeric waterr level control device and construction of plinth protection around OHSR with masonary toe wall with 40mm thick CC 1:2:4 on top over 100mm thick CC 1:8:16 & Sand earth filling including over flow scour haudie complete in all respect.
(Item No. NS)
1
-
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Dismantling brick of flanged stone flooring without concrete base and recondition.
(Item No. NS)
4576
-
-
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Labour for making 3 No. holes & 1 No. cut in case of angle iron pickets. (Item No. NS)
156.2
-
-
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Providing & fixing barbed wire fencing 3 ply rating with angle iron pickets with M.S. clips including labour for stretching of barbed wire & cost of clips.
(Item No. NS)
1171.5
-
-
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Providing house hold connection including laying, jointing, fixing, testing MDPE/GI Pipes (as approved by Engineer-in-charge) including cost of excavation, CI bib cock as per IS : 210 with stainless steel spindle, 15mm o/d GI Pipe 2.50 mtr. & 20mm o/d MDPE pipe 2.00 mtr. (length on average basis) 3" i/d clamp, GM Ferrule ISI marked connection of 15 mm i/d ferrule midium specials such as tees, bends, sockets, elbows, nipples (100 mm & 150 mm) union couplings, GI hooks etc. & gun metal peet valve (heavy pattern) with hand wheels on GI Pipe lines laid in the ground or inside buildings, cutting, threading, making hole in wall and testing in treanches in the ground all materials should be approved make (to the approval of Engineer-in-charge) Complete Job in all respects including cost of carriage.
(Refer CSR item No. 28.34b, 30.65b, 28.40a, 28.43a)
(Itrm No. NS)
196
-
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Repair of existing Water Connection. (Item No. NS)
51
-
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Providing, Laying,Fixing & Jointing of P . V. C Pipes 6 Kg f/sqm ISI Marked as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.including specials & excavation for pipe line in trenches and pits upto required depth and cover on pipe minimum 1 mtr. with earth etc. complete in all respects.
a) 63 mm o/d
(Item No. NS)
4243.28
-
-
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90 mm o/d
332.32
-
-
... More
110 mm o/d
207.34
-
-
... More
160 mm o/d
173.91
-
-
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Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe.
(Item No. NS)
1
-
-
... More
Earth filling with good quality earth obtained from outside including compensation of earth, loading, unloading, carriage from outside the premises to site of work, spreading, laying, watering compacting with road roller/rammer complete as per specifications.
{CSR item 5.2 (i), 4.1(a), 6.4, 6.2(i), 6.2 (ii) & 4.2 (iii)}
(Item No. NS)
21.7
-
-
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Providing & fixing MS Hooks.
(Item No. NS)
54
-
-
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Provision for Sign Board Size 1.60 x 2.70 mtr. Including painting & writing Complete in all respects.
(Item No. NS)
1
-
-
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Operation & Maintenance for Salary of Staff & Energy Charges for 3 month for Water Supply System
(Item No. NS)
1
-
-
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