Water Supply And Sanitation Department Tender
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Water Supply And Sanitation Department Tender
Coronavirus COVID 19
Eprocure
Opening Date12 Jun 2018
Closing DateCancelled
Tender Amount₹ 2,08,18,000
Costs
EMD
₹ 4,16,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Augmentation Safe Drinking Water Supply Scheme For Village Sukhna Ablu Block Kotbhai Distt Sri Muktsar Sahib Under Prwssip Water Logged Schemes
Description
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Contact
Tender Id
2018_WB_17394_1Bid Award Id
ViewTender No
SukhnaAblu2018-19Tender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-
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Documents
BOQ Items
5.2 Carriage of Bricks (Lead 10 Km)
484830
-
-
5.2 Carriage of Earth for filling in old S/S Tank to maintain the level & For making embankment around S/S Tank.
5957.5
-
-
6.2(g) (i+ii) Earth work excavation in ordinary soil exclusive of compensation of earth (g) Compaction :- (i) Extra for laying earth as per specification for compaction in 20 cm. layers and dressing but excluding cost of rolling. (ii) Extra for watering the earth laid in 20cm layers as per specification for compaction with water to be made available by department at natural ground level opposite the site of compaction.
5957.5
-
-
6.2(g) (iii) (iii) Extra for rolling to specifications Earth filling
5957.5
-
-
6.2(d) (I) Extra for wet earth work from bottom of excavation upto level of sub soil water
56.45
-
-
6.2(d) (II) Extra for wet earth work from bottom
16.83
-
-
6.4 Extra for Compensation for earth taken from private land.
5957.5
-
-
6.6 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 masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 30m.
24.41
-
-
6.8 Earth filling under floors with surplus ordinary soil or soil containing gravel or Kankar up to 40% excavated from foundation and taken only from outside the binding plinth in 15cm layer including ramming, watering and consolidating lead upto 30 Mtrs.
6.85
-
-
6.21 Excavation in Soil (any type) using Hydraulic Excavator CK 90 Excavation with Hydraulic Excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections including all lift and combined lead upto 60m.
115.31
-
-
9.1 Shuttering for faces of concrete foundation and foundation beams (Vertical or battering)
18.56
-
-
9.3 Centring and shuttering for faces of walls, partitions,retaining walls and the like (vertical or bartering including attached pillasters buttersses etc. when curved.
384.06
-
-
9.7 Centering & Shuttering for sides and soffits of beams Girders, Lintels etc.
9.37
-
-
9.8 Centering and shuttering for flat surface such as suspended floors, roofs, landing, chhajjas, shelves etc.
64.63
-
-
9.12 Centering & Shuttering for RCC domes
83.45
-
-
10.6 (a) (ii) Cement Concrete 1:8:16 mixer volumetric type with 40 mm gauge Brick Ballast.
8.11
-
-
10.10 (b) (ii) CC 1:4:8 mixer volumetric type with stone ballast 40mm gauge using concrete.
33.63
-
-
10.12 (ii) Cement concrete 1:2:4 mixer volumetric type with stone ballast or single block.
0.09
-
-
10.17 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth.
66.81
-
-
10.20 Reinforced cement concrete M-15 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure.
2.02
-
-
10.22 Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure.
6.29
-
-
10.23 Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in Superstructure.
67.77
-
-
10.28 DPC 4 cm thick of Cement Concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sq.mt. laid in hot and sanded.
10.31
-
-
11.5 1st class burnt brick laid in cement sand mortar 1:5 in foundation and plinth
12.65
-
-
11.6 First class burnt brick work laid in cement sand mortar 1:5 in super structure
37.02
-
-
13.13 Terracing consisting of tiles 22.86 Cm x 11.43 Cm x 3.81 Cm laid over 25 mm mud plaster 75 mm mud filling on another layer of 25 mm mud plaster including two coats of bitumen laid hot @ 1.65 kg per Sqm. On top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing etc.
38.96
-
-
13.45 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.
3
-
-
13.51 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.
3
-
-
13.74 Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item)
9.6
-
-
13.75 Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
3
-
-
13.76 Providing and fixing 110 mm dia SWR U.P.V.C Coupling/ Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.
3
-
-
14.17 Sand filling in floors and in wells of bridge foundation including handling with in a lead of 100m.
11.69
-
-
14.24 40mm thick grey terrazzo topping rubbed and polished to a granolithic finish under layer 34mm thick cement concrete 1:2:4 and top layer 6mm thick with 3mm gauge white marble makrana chipping from indigenous marble laid in 1:1½ (50 Kg of ordinary grey cement and 0.05 cum of white marble chippings).
29.77
-
-
14.40 20mm thick grey terrazo skirting or dado rubbed and polished granoli thick finish under layer 14mm thick cement sand plaster 1:3 and top layer 6mm thick with 1mm to 4mm gauge white marble makrana chipping laid 1.1/2 including rounding the junctions.
19.54
-
-
14.108 Providing & fixing Glass strips 4mm thick in floor.
37.82
-
-
15.6-15.3 Extra for 4mm thick additional CP 1:4 on LDPE film on side slope & bed
4766.84
-
-
15.7 12.5mm thick cement plaster 1:2
14.96
-
-
15.8 12.5mm thick cement plaster 1:3
95.52
-
-
15.9 12.5mm thick cement plaster 1:4
74.67
-
-
15.43 Plastering on under side of ceiling 10mm thick cement plaster 1:3.
29.77
-
-
15.49 12.5mm thick cement plaster in damp proof coarse 1:3 with two coats of bitumen 1.65 Kg/Sqm Vertical.
10.1
-
-
15.59 Cement Pointing 1:2 deep variety.
82.89
-
-
15.66 Cement pointing 1:2 flush on brick edge flooring.
16.81
-
-
15.67 Cement pointing 1:2 flush on flat brick flooring
1444.02
-
-
16.3 White washing (Three coats)
96.75
-
-
16.14 Finishing walls with exterior decorative cement based paints such as snowcem, Rabbiacem etc. on new work two coats to give an even shade
185.17
-
-
16.17+16.18 Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.
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. (b) With ordinary quality Paint
22.41
-
-
17.10 (iii) Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position.
(a) Pannelled, Glazed 35mm thick
11.52
-
-
17.12 (ii) Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them)
1.21
-
-
18.24 (b) Supply & Fixing of pressed steel frames (Chowkats) consisting of 18 gauge (1.25mm) thick steel sheet of the specified section (standard design latest) including iron lugs (hold fasts) iron hinges, confirming to P.W.D. specifications including bolts for fixing stops, locknotch provision for receiving tower bolts, Hydraulic spring and finished with one priming coat of approved quality, fixed in position, including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:2:4 for lugs complete.
(B) Doors and windows frame of size 113mm x 60mm with 35 mm wide single rebate weighing 3.38 kg per meter.
42.36
-
-
18.18 Cold Twisted Steel deformed (ribbed/ tor steel) Bars,for Fe 500 grade RCC works,where not included in the complete rate of RCC including bending binding and placing in position complete.
94.49
-
-
28.7 (B) Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. - K9 Pipes (S&S) per IS:8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage and cost of excavation. (c) 150 mm i/d pipe lines laid complete
149
-
-
(f) 250 mm i/d pipe lines laid complete
9
-
-
28.1 + 28.13 + 28.18 (a) Excavation manually in trenches for Pipe Lines with straight or all open cutting in streets and drains in built up area where width of street/lane from wall to wall is less than 3.00 Mtr.s. including trimming and dressing sides, leveling 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, watching, fencing etc. and removal of surplus soil the site upto 15.00 Mtr.s. distance complete in all respects.
(a) Earth work upto 1.50 Mtr.s. depth. Providing, Stringing out P.V.C. pipes as per ISI- 4985 (ISI marked with the prior approval of Engineer-In-Charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing including cost of specials complete as per specifications. Supplying, fixing and jointing PVC/HDPE pipes Specials complete as desired by Engineer-in-charge a) For Pipe lines inside Habitations (xiv) 90mm o/d (6 Kgf./cm2)
8844
-
-
(xii) 63mm o/d (6 Kgf./cm2)
460
-
-
28.2 + 28.13 + 28.18 (b) Excavation by mechanical means (JCB or Hydraulic excavator) in trenches for Pipe Lines with straight or all open cutting in streets or open area including trimming and dressing sides, leveling 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, watching, fencing etc. and removal of surplus soil the site upto 15 Mtr.s. distance complete in all respects.
(a) Earth work upto 1.50 Mtr.s. depth. Providing, Stringing out P.V.C. pipes as per ISI- 4985 (ISI marked with the prior approval of Engineer-In-Charge) casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing including cost of specials complete as per specifications. Supplying, fixing and jointing PVC/HDPE pipes Specials complete as desired by Engineer-in-charge b) For Pipe lines outside Habitations and in the open area/Field (xiv) 90 mm o/d PVC pipe (6 Kgf. /cm2)
5896
-
-
(xv) 110mm o/d (6 Kgf./cm2)
711
-
-
(xvi) 160mm o/d (6 Kgf./cm2)
2301
-
-
(xvii) 200mm o/d (6 Kgf./cm2)
60
-
-
(xviii) 250mm o/d (6 Kgf./cm2)
2257
-
-
28.21 Providing Stringing out, cutting Jointing &testing for C.I. Double Flanged pipes with casted flanged as per IS:7181, class-B(ISI marked with the prior approval for Engineer-in-Charge) and laying the same in trenches to correct alignment and gradients jointed with nut bolts and rubber Insertion fitted complete including all cartage.
(D) 200mm i/d
4
-
-
(C) 150mm i/d
4
-
-
28.24 (a) Supplying and laying C.I. Specials as per IS:1538 complete as desired by Engineer-in-Charge conforming to ISI specifications. Note: IF C.I. Specials fo ISI Marked is used instead of specials
C.I. specials upto 300mm i/d
144
-
-
28.27 A Providing & fixing C.I/D.I. flanged end, stem of SS (AIS 1410) and Bronzel (gunmetal) working parts sluice valves ISI marked 14846-2000, including jointing, testing & cost of Nut, Bolt & insertion sheet, all carriage complete (with the approved of Engineer-in-charge) Class PN-1 as per ISI
(a) 80 mm i/d Sluice Valve Flanged
30
-
-
(b) 100 mm i/d Sluice Valve Flanged
6
-
-
(c) 150 mm i/d Sluice Valve Flanged
6
-
-
(d) 200 mm i/d Sluice Valve Flanged
11
-
-
28.31 Providing & fixing ISI Marked Non-return valves 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 vlaves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra.
(D) 200mm i/d
1
-
-
(C) 150mm i/d
1
-
-
28.36 Providing and laying, jointing, fixing, testing G.I. Pipe Lines B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.
(e) 50mm i/d
20
-
-
28.43 Providing, fixing and jointing ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe line laid in the ground or inside buildings including all carriage complete.
(e) 50mm i/d
3
-
-
28.66 Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawing of public health department. (Size 0.60 x 0.60 Mtr..)
37
-
-
(Size 0.90 x 0.90 Mtr..)
15
-
-
28.91 Supplying fixing and testing at site automatic electronic type water level indication system with gun metal float sensor and electrical cable for three phase pump submersible /mono block to be fixed on existing panel of OHSR in all respects.
1
-
-
29.2 Earth work in excavation for Storage & Sedimentation Tanks, High Level Tanks, Filter Beds, Clear Water Reservoir, Pump Houses, Sumps, Screening, Chambers and other similar works having straight or open cuttings in foundations trenches etc. With 3D Excavator/ JCB including manullay dressing of Bed, trimming of sides and side slopes to full dimension and depth as shown on the drawings or as shall be required by Engineer-In-Charge, including dressing of bottom and sides of trenches, stacking the excavated soil clear from the excavation and subsequent filling around plinths/ Structures including watering dressing and disposal of surplus soils as directed upto 15 meter complete in all respects.
94.76
-
-
29.26 First class flat brick 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.
8085
-
-
29.29 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 template, over dressed foundation and to correct longitudinal and cross slopes as shall required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds.
274.98
-
-
29.36 (a) (C) Providing and Fixing 560mm, 500mm and 450mm internal Diametre circular or 455 mm x 610mm clear inside opening rectangular cast iron manhole cover and frame ISI marked as per IS12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines and levels in 1:2 cement sand mortar over manholes including cement concrete copping (1:2:4) around the frame etc. Dia of steel for lifting hook is 16mm.
C ) R.C.C. Manhole cover
d ) 560mm i/d Heavy duty
2
-
-
29.37 Providing orange color safety footrest of minimum 6mm thick plastic encapsulated as per IS 10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mmx26mm and overall minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm trend on top surface by ribbing or chequaring besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to withstand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75 cm cement concrete block 1:2:4 complete as per design.
30
-
-
33.02 Recessed conduit pipe wiring system wiring in PVC insulated aluminum conductor cable left base(Un-sheeted) in welded conduit pipe(1.60mm thick) recessed in wall etc., complete with cast iron box for having fan regulators, wall sockets and switches etc. and covered with 5mm thick Brown/bakelite/ white/glazed/ Translucent backside painted with matching colour of the surrounding sheet 5mm thick and flush piano type switches, wall sockets and ceiling rose etc. including cost of cutting and filling up of chases.
(I) a Fan points 1.5 mm² (1/1.40 mm) cable
2
-
-
(ii) Light points 1.5 mm² (1/1.40 mm) cable
6
-
-
(iv) Wiring 3 Pin 6 AMP plug control
2
-
-
33.13 (i) G.I. EARTHING: 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 meter below ground level with necessary charcoal & salt mixture etc.
2
-
-
(N.S.) Providing and Placing 25mm thick Tibba Sand in Bed of S/S tank including Carraige complete in all respects as per drawing attached.
83.07
-
-
(N.S.) Providing and placing LDPE Film 250 micron thick in bed of S/S tank and side slope including over lapping LDPE film will be used only after testing as per ISI code 2508/1984 from centeral Institue of Plastic Engineering & Technology Amritsar (Cost will be borne by the Contractor) complete in all respects as per drawing attached.
5005.18
-
-
(N.S.) Providing & Fixing floating Arm complete with sluice valve, survival bend wheel brackets and guides etc. complete in all respects as per approval of Engineer-In-Charge.
200mm i/d 3.50 Mtr. Long
1
-
-
(N.S.) Supplying & fixing bell mouth with double flanged heavy duty puddle collar Material shall be duty ISI marked and of reputed brand should be used complete in all respects as per approval of Engineer-In-Charge.
(b) 150 mm i/d
9
-
-
(N.S.) Supply of erection of KWH Meter on any existing surface with G.I. nuts & bolts/rag bolts with nuts and washers including drilling of hole and making connection etc. as required. a) Single Phase KW M. Meter (Energy Meter) Projection Mounting 2.5/5 Amp. or 10/20 Amp Pointer or cyclodial dial type.
1
-
-
(N.S.) Supplying and fixing Pressure gauge fixed on outlet pipe in pump chamber including copper pipe gate valve complete in all respect.
2
-
-
(N.S.) Construction of foundation for making foundation for Raw Water Motor and Clear water set machinery complete in all respects as per approval of Engineer-In-Charge.
2
-
-
(N.S.) Supplying, Installing, testing and commissioning of bulk water meter including CI specials like CI D/F adopter CI flange sluice valves, S/S strainer and masonry chamber. Material shall be duty ISI marked and of reputed brand should be used complete in all respects as per approval of Engineer-In-Charge.
1
-
-
(N.S.)Providing & fixing 150 mm C.I. cowl (T-Shape) Ventilator. Material shall be duly ISI marked and of reputed brand should be used complete in all respects as per approval of Engineer-In-Charge.
2
-
-
(N.S.) Dismantling brick or Stone flooring without concrete base as per CSR Item No. 18.19 and dry brick on edge paving and relaying of dry brick on edge paving with a dismantled bricks including sand grouting complete in all respects as per approval of Engineer-In-Charge.
12989.15
-
-
(N.S.) Compaction of road cuts, dismantling of bituminous and granular courses of flexible pavement by mechanical means and back filling of excavation earth, fully compacted original ground level upto a level 500mm below road crust including the disposal of dismantled material up to lead of 1000m stacking service able and unserviceable material separately as per technical clause-202 of MORT & H specification.
1255.75
-
-
(N.S.) Providing fixing & testing centrifugal pumping set comprising reputed make electric motor 3 Ph 415 V, 50 Hz, 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 main switch L&T volt meter and Amp. Meter, ELCB Havells, Epcos shunt capacitors, Single phase preventer L&T, LED indicator, Kitkat Max, complete in all respect. Including Electric Wiring inside Pump Chamber & panel board consisting of starter, shunt, capacitor, Volt meter, Amp. meter etc. complete in all respect.
Raw water Pumping Set (At Canal)
Driven with electric motor of 37.50 BHP
1
-
-
Clear water Pumping Set (At H/W)
Driven with electric motor of 15.00 BHP
1
-
-
(N.S.) Construction of boundary Wall of 2.10 Mtrs. Height with Concrete Jali of size 2.51 x 1.07 Mtrs. Around the water works as per drawing including Carriage of material complete in all respects as per drawing as per DWSS. (As Per Annexure II attached)
74.7
-
-
(N.S.) Providing and fixing of existing 3.62 mtr. wide main gate & 1.22 Mtrs. wicket gate after repair and painting with Construction of masonry pillars as per drawing including Carriage of material complete in all respects as per drawing as per DWSS. (As Per Annexure IV attached)
1
-
-
(N.S.) Provision for construction of footpath with cement concrete Interlocking paver block in side water works as per drawing including Carriage of material complete in all respects as per drawing as per DWSS. (As Per Annexure III attached)
80
-
-
(N.S.) Providing & Fixing Sign Board at water works including Carriage of material as per drawing including Carriage of material complete in all respects as per drawing as per DWSS.
1
-
-
(N.S.) Provision for Earthing the existing OHSR complete in all respects as per approval of Engineer-In-Charge.
1
-
-
(N.S.) Provision for construction of plinth protection around the existing OHSR complete in all respects as per approval of Engineer-In-Charge.
1
-
-
(N.S.) Providing and fixing diasmantled/ missing railing complete in all respects as per approval of Engineer-In-Charge.
1
-
-
(N.S.) Provision for providing & fixing Aluminum Ladder inside the existing OHSR Container complete in all respects as per approval of Engineer-In-Charge.
1
-
-
(N.S.) Provision for providing & fixing Ventilator of existing OHSR Container complete in all respects as per approval of Engineer-In-Charge.
1
-
-
(N.S.)Providing & fixing electric fan & regulator etc. Fan shall be duly ISI marked and of reputed brand should be used complete in all respects as per approval of Engineer-In-Charge.
1
-
-
Providing house hold connection wth water meter laying, jointing, fixing, testing MDPE/G.I. pipes (as approved by Engineer-in-Charge) including cost of excavation, refilling, water meter, C.I. bib cock as per IS:210 with stainless steel spindle, 20mm o/d MDPE pipe 2.50 m and G.I Pipe 2.00 mtr (lenght on average basis), 3" i/d uPVC clamp, G.M. ferrule ISI marked, connection of 10mm i/d ferrule medium, specials such as tees, bends, sockets, elbows, nippeles (100mm and 150mm) Union couplings, G.I. hooks etc. and gun metal peet valve (Heavy pattern) with hand wheels on MDPE pipe lines laid in the ground and G.I. inside buildings, cutting, threading, making hole in wall and testing in trenches in the ground. All material should be of approved make (to the approval of Engineer-in-Charge) Complete Jo in all respect including cost of carriage. (Refer CSR item nos. 28.34b, 30.65b, 28.40a, 28.43a, 28.46) (As Per Annexure - 1)
821
-
-
(N.S.) Providing, Installing, commissioning of Pressure Sand Filtration plant of capcity 30 cum hr and operation & maintencnce of pressure sand filtration plant of 3 months. Complete in all respects as per DNIT Specifications (Anexure-A) & Special Conditions (Annexure-B) Attached for water Supply Scheme Sukhna Ablu, Block Kot Bhai, Distt. Sri Muktsar Sahib.
1
-
-
(N.S.) Providing & fixing CFL 25 W bulb shall be duly ISI marked and of reputed brand should be used.
2
-
-
(N.S.) Providing & fixng light CFL 15 w. CFL bulb shall be duly ISI marked and of reputed brand should be used.
2
-
-
(N.S.) Dewatering of Subsoil water as per approval of Engineer-In-Charge.
95.69
-
-
(N.S.) Lifting of Standing water from S/S Tank as per approval of Engineer-In-Charge.
2527.2
-
-
(N.S.) Providing, installing, testing & commissioning one no. Electrically actuated, diaphragm operated, Metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 0.6 liters of bleaching powder solution/ sodium hypo solution per hour under maximum delivering pressure upto 7 kgcm^2 and suction lift not less than 1.5m as per DWSS Standard Specification.
1
-
-
(N.S.) Dismatling of Old Structures i.e. 4 Nos. Filters Beds, 3 Nos. High Level Tanks and 1 No. Clear Water Tank including cost of filling and leveling.
8
-
-
(N.S.) Credit of old Dismantled Material from dismantled structures i.e. 4 Nos. Filters Beds, 3 Nos. High Level Tanks and 1 No. Clear Water Tank. See below Sr. No. 18.
8
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(N.S.) Credit of old Dismantled Motor Pipes and Specials etc. See below Sr. No. 18
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(N.S.) Operation & Maintenance of Water Supply for 3 months after completion of works including cost of Alum, liquid chlorine etc. excluding Electricity Charges. (3 Month Only )
1
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