Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date24 Jun 2021
Closing Date7 Jul 2021
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,600Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PHE_128350_1Bid Award Id
ViewTender No
31/PHA of 2021-22Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://http://jkphedwaterbilling.com/
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Documents
BOQ Items
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
129.6
-
198.7
Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion
5.4
-
3365.6
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
9
-
5877.45
Providing and fixing sluice valves (with cap) of approved make (Kirloskar/ Vag/ Zoloto) complete with bolts, nuts, rubber insertions, tail pieces etc.
100 mm dia Sluice Valve
2
-
-
80 mm dia Sluice Valve
4
-
-
65 mm dia Sluice Valve
3
-
-
Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil.
44
-
539.35
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material. All kinds of soil.
12.79
-
81.65
Providing and laying of stone soling (dully hand packed) on horizontal level.
6.32
-
616.4
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
4.33
-
4419.85
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
14.04
-
4908.2
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.44
-
6344.25
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete.
8.24
-
372.85
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.
50 mm thick with 20mm nominal size stone aggregate.
10.06
-
505
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 ( 1 cement : 6 coarse sand)
11.15
-
6183.75
Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
7.01
-
1323.65
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood
0.19
-
106894.15
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:
Thermo-Mechanically Treated bars of grade Fe-500D or more.
462.4
-
79.25
Centering, shuttering including strutting, propping etc and removal of form for:
Foundation, footings, bases of columns etc. for mass concrete.
38.05
-
262.3
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
7.16
-
502.85
Suspended floors, roofs, landings, balconies, and access platform.
18.4
-
635.6
Edges of slabs and breaks in floors and walls. Under 20cms wide
35.75
-
242.3
Dry random rubble masonry with hard stone in foundation and plinth: With bond stone (Quarry)
15.9
-
2497.5
12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 (1 cement : 4 fine sand)
19.61
-
325.45
12mm Cement plaster of mix: 1 : 4 (1 cement : 4 fine sand)
15.58
-
260.05
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
2895.83
-
92.85
Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2
174.92
-
951.8
Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m2
30
-
691.35
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. First class kail wood 35mm
1.45
-
3726.05
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). First class kail wood 35mm
3.19
-
3093.8
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. First class kail wood
1.29
-
2501.75
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
23.77
-
1161.05
Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown
6.37
-
1216.05
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
15.58
-
78.65
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
32.13
-
91.8
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china W.C. pan of size 580x440 mm with integral type foot rests.
2
-
5534.85
Provision for Plumbing/Electrification and iron grills to windows
1
-
-
Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:
Cement, and Steel for an average lead of 25 km
5.18
-
349.39
Sand for an average lead of 15 km.
13.02
-
297.02
20mm Stone Aggregate for an average lead of 10 km.
5.63
-
244.22
40mm Stone Aggregate for an average lead of 10 km.
3.9
-
265.46
Bricks for an average lead of 10 km.
5298
-
0.65
Stone Soling for an average lead of 10 km.
22.22
-
287.32
Supply, Installation, Testing & Commissioning of Pumping Unit for Tubewell. (as per annexure attached with this NIT )
2
-
80000
Providing, Laying, testing and commissioning of G.I Rising Main/Column Pipe. The Pipe shall be G.I (C-Class) having a nominal diameter of 80 mm confirming to IS 1239. The job includes providing and fitting of M.S Flanges conforming to BIS 6392 Table 5. (as per annexure attached with this NIT )
40
-
1300
P/F of Electro Magnetic flow meter (Kronhe Marshall) with following specifications: (as per annexure attached with this NIT )
1
-
120000
Providing, fitting, testing and commissioning of 80mm nominal dia. heavy duty ductile iron , NRV of rating PN 1.6. The valve shall have body and bonnet of ductile iron, with drainage plug disk of ductile iron, fully covered with rubber (EPDM) approval identical seal on both sides, with integrated rubber joint protected against overload, body seat cast iron, bolts and nuts of stainless steel (A2).
(as per annexure attached with this NIT )
1
-
19000
Providing, fitting, testing and commissioning of 80mm nominal dia. heavy duty ductile iron Sluice valve of rating PN 1.6. The valve shall have body and bonnet of ductile iron fully covered with rubber (EPDM) approval identical seal on both sides, with integrated rubber joint protected against overload, body seat cast iron, bolts and nuts of stainless steel (A2)..
(as per annexure attached with this NIT )
2
-
17000
HT ELECTRICAL WORKS Supply, Installation, Testing and Commissioning of 100 KVA 3 phase and natural air cooled Distribution Transformer of following specifications:- (as per annexure attached with this NIT )
2
-
160000
Supply, Erection, Testing & Commissioning of MS tubular poles 02 No’s at sub-station of 9mts, 410 (sp-33) conforming to IS 2713 (part II) 1990 as per REC standard welded with 40*40 sq.inc in size & 4mm thick MS plate at the bottom & having duly drilled holes at various sections for accommodating fasteners for holding HT transformer, Channels/Crosses for fitting of various electrical accessories. The erection of poles is carried out by grouting the pole in a circular cement block of 450mm in diameter & of total height equal to 1500mm (1200mm below the ground & 300mm above the ground. (as per annexure attached with this NIT )
1
-
60000
Supply, installation of 35 mm Sq. 3 core XLPE armoured Al (Aerial Bucnh type) cable of 11 KV Grade with following specification size cross section area in Sq. Mm = 3 x 35
(as per annexure attached with this NIT )
120
-
600
Supply, Erection, Testing & Commissioning of MS tubular poles 02 No’s at Tapping point of 9mts, 410 (sp-33) conforming to IS 2713 (part II) 1990 as per REC standard welded with 40*40 sq.inc in size & 4mm thick MS plate at the bottom & having duly drilled holes at various sections for accommodating fasteners for holding Channels/Crosses for fitting of various electrical accessories. The erection of poles is carried out by grouting the pole in a circular cement block of 450mm in diameter & of total height equal to 1500mm (1200mm below the ground & 300mm above the ground. The job includes providing & laying of stone soling of 200mm thick followed by providing & laying of PCC in 1:2:4 Mix upto the height of 1500mm. The job includes providing & fitting 04 No of ISMC 75 of 8 feet long for installation of GO Link set through GI screwed fasteners. The job also includes cost of painting of poles with 2 coats of red oxide paint including black painting upto height of 1.5mts from bottom & the top with silver shade as per REC standard. The job further includes providing & fitting of two number of Sign board indicating “11000 Volt Danger” in red Colour. (as per annexure attached with this NIT )
1
-
40000
Supply, Erection, Testing & Commissioning of MS tubular poles of 9mts, 410 (sp-33) conforming to IS 2713 (part II) 1990 as per REC standard to carry the HT cable from tapping point to the Electrical Sub station.The pole should be welded with 40*40 sq.inc in size & 4mm thick MS plate at the bottom & having duly drilled holes at the top for fixing of the clamp for holding of HT Cable. The erection of poles is carried out by grouting the pole in a circular cement block of 450mm in diameter & of total height equal to 1500mm (1200mm below the ground & 300mm above the ground. (as per annexure attached with this NIT )
4
-
17000
Supply, Installation, testing & commissioning of Main circuit breaker enclosed in sheet metal enclosure fabricated out of 14 SWG sheet of suitable dimensions with locking arrangement as per specification mentioned below: (as per annexure attached with this NIT )
1
-
35000
Supply and fitting of 11 KV Grade Heat Shrinkable type Cable Terminations suitable for 3 core, 35 sq mm 11 KV XLPE Grade (ABC Type) cable (as per annexure attached with this NIT )
2
-
4000
Providing/ Fitting/Testing / Commissioning of 11 KV G.O link set (3 pieces) of reputed make as per REC Standard including Pipe of suitable Length & diameter for its operation.
2
-
12000
Providing/ Fitting/Testing and commissioning of drop out Fuse Set (Horn –Gap type) suitable for 11 KV line as per REC Standard F6.
1
-
5000
Providing/ Fitting/Testing and commissioning of 11 KV lightening arrestor set (station type) as per REC standard conforming to IS 3070 Part III.
1
-
6000
LT ELECTRICAL WORKS
Fabrication, providing and fitting of Modular Control panel of appropriate size fabricated out of 14 SWG sheet having required openings/vents and protection class IP 55 & fitted with accessories as under: as per annexure attached with this NIT
2
-
165000
S/I/T/Commissioning of 75 KVA voltage stabilizer of following specifications:- as per annexure attached with this NIT
2
-
150000
S/I/T/C of Earthing station for electrical Sub Station & other gadgets installed at pump house comprising of company fabricated earthing electrode GI as per IS : 3043 . The job includes Auguring of bore of 150mm dia and 3.5M depth for installation of electrode along with backfill compound mixed with soil and all other items required thereof for achieving the best result. The job includes connecting of electric gadgets through GI strip of 25mm wide 3mm thick of appropriate length, making of surface structure in cement concrete material as per relevant standards. as per annexure attached with this NIT
9
-
12000
Supply/Erection/Testing & Commissioning of 9mtr long Hot Dip Galvanized octagonal pole (Single Section) with bottom 200mm,top 90mm wide thickness 3mm with 70 microns zinc coating with inside arrangement for providing of power connection with the following items.
1
-
40000
Supply ,Installation of Testing & Commissioning of 120 watts Led (Street light Type) as per annexure attached with this NIT
6
-
10000
Providing & fitting of 16 Sq.mm 3-core,415 ± 10% V standard insulated copper submersible cable of L&T make conforming to IS 694:1990 to be fitted with pumping unit from main control panel to modular control panel & interconnection of various other electrical gadgets. The job also includes providing, fitting, crimping and taping suitable amperage Copper thimbles at the ends of the conductor by hydraulic crimping tool.
100
-
600
Providing, fitting, testing and commissioning Aluminum, 50 Sqmm 3.5 core, PVC sheathed (Heavy duty Make: L&T/Havells ), armored LT industrial grade power cable from HT transformer to the main control panel as service mains. The conductor to be laid underground as per site requirement. The job also includes providing, fitting, crimping and taping suitable amperage Aluminium thimbles at the ends of the conductor. The job includes making a suitable hole in the wall for passing the above laid aluminum conductors as per the site requirement.
50
-
350
Providing/Fitting of 12 volts 21 plates battery of 150 AH for the 25KVA Dg set along with 1050VA inverter for the operators room including trolley. The job includes the cost of wiring in 1.5 Sqmm multi strand copper conductor along with 02 no of 16 A Switch Socket combined with box and 02 no of 6 A 3 pin top for connecting the inverter with the electric mains.
1
-
23000
SERVICING OF 25KVA DG SET AVAILABLE AT W.S.S PALDACHAN OLD
1
-
25000
Replacement of the C.O.S , MCCB & Starter in the available Control Panel as per the Specifications mentioned below.
1
-
60000
PCC Foundation for DG Set & Gantry:
1
-
20000
Providing/Fabrication & fitting of the gravel hopper over in Mild steel of dimensions 1mx 1m at the top &0.5mx.5m at bottom of height 0.76m. fabricated out of ISA 65x65x6mm & 6mm thick MS Plate
160
-
100
Fabrication, providing and fitting of split type MS clamps 18mm thick, 2 ft long for lowering and holding of submersible pumping unit. The job includes the cost of required size of nuts and bolts.
2
-
2000
Construction of bio-degradable toilet (preferably prefabricated) with septic tank and soak pit having usage capacity of four persons/day and inbuilt water tank capacity of minimum 200lts. The size of the plinth shall not be less 36 sft and height of super structure 7 ft. The job includes earth cutting and dressing of 10ft×10ft surface by mechanical means including all sort of the concrete works required for the completion of the job & as per the direction of site engineer is within the scope of work. The job also includes providing & fitting of all sort of pipe fitting of reputed make for the completion of the job in every aspect is within the scope of work.
1
-
118000
Providing and fitting of 01 No. LED (scroll type) sign board fabricated out of stainless steel and metal showing the names of water supply scheme and the Department.
9
-
4500
Providing & fitting of 01 No angle iron frame in 25x25x4mm fitted with Sheet metal board of suitable thickness of size 5feet x3feet duly painted in “blue” background showing specification of the electromechanical equipment’s in “white colour” installed at the said water supply Scheme.
1
-
3500
Providing & fitting of 01 No angle iron frame in 35x35x4mm fitted with Sheet metal board of suitable thickness of size 8feet x4feet duly painted in “blue” background showing the name of the W.S.S. & Department in “white colour” installed at the said water supply Scheme to be installed at the entrance.
1
-
6000
Providing/ laying of 11KVA high density shock proof rubber matting of reputed make & of suitable thickness as per the latest IS Codes on the machine area. The job includes removing dust, dirt, grease & loose sand grains if any before applying the adhesive of sufficiently high bonding strength for fixing the rubber matting on to the floor.
100
-
150
Providing of bed fabricated out ISA 40x40x5mm having dimensions of 6’x6’x2.5’ (LxBxH) and the central horizontal support fabricated out of MS Strip of 50mm wide & 4mm thick with spacing of 2 feets both length & widthwise & there should be total of six supporting vertical members. The job includes providing & fitting of 08 No of members each of one feet long at the corners for resisting lateral displacement & providing & fitting of 19mm thick wooden board of reputed make over the top of the bed.
1
-
30000
Providing /Fabrication/Fitting Of 3 member Gantry Over the Tube well
1
-
56500
Providing/Fabrication / fitting of Monorail/Hoist manually operated provided with necessary gear train and hardened steel wheels along with chain pulley block as per following details.
1
-
45000
Providing of tool kit consist of following items:
1
-
20000
Providing/fitting of thermo cool 12mm thick along with jute matting/excel(of reputed make) for 12’x10’ 12’x7’ operators room.
1
-
7000
Providing of the following material for the employees in the operators room working during night shift. The material shall be supplied at the site.
1
-
12000
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge).
1125.11
-
436
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work). Light
80 mm dia Gi Pipes
920
-
773.15
50 mm dia GI Pipes
1800
-
477.5
40 mm dia GI Pipes
845
-
386.05
25 mm dia GI Pipes
400
-
249
20 mm dia GI Pipes
300
-
182.65
15 mm dia GI Pipes
1200
-
144.4
Providing and fixing of MS flanged joints including cost of welding, cutting of threaded portions, nuts, bolts, washers, carriage etc. for:
80 mm dia (10 mm thick MS flanges)
30
-
-
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
25 to 40 mm nominal bore
20
-
666.25
50 to 80 mm nominal bore
3
-
1268.75
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
1012.6
-
198.7
Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion
6.75
-
3365.6
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
15
-
5877.45
Supply, Installation, Testing & Commissioning of Pumping Units at Filter water Stage. (as per Annexure with this NIT)
2
-
-
Fabrication, providing & fitting of C-Class, 80 mm dia. Table-5 Flanged GI delivery pipe of length approximately 25 feet’s to be connected to the submersible pumping unit on one side & finally to common header of the rising mains. The job includes providing and fitting of M.S Flanges conforming to BIS 6392 Table 5 through electric arc welding of adequate strength and consistency using Advani /Adore electrode (AdvaniOerlikon make welding electrodes. The job includes providing and fitting of offsets, bends, Y-Junction as per the site requirement & suitable size GI nuts bolts, RI Cloth are included.
2
-
-
Providing, fitting, testing and commissioning of 80mm nominal dia. heavy duty ductile iron Sluice valve of rating PN 1.6. The valve shall have body and bonnet of ductile iron fully covered with rubber (EPDM) approval identical seal on both sides, with integrated rubber joint protected against overload, body seat cast iron, bolts and nuts of stainless steel (A2)..
2
-
-
Providing, fitting, testing and commissioning of 80mm nominal dia. heavy duty ductile iron , NRV of rating PN 1.6. The valve shall have body and bonnet of ductile iron, with drainage plug disk of ductile iron, fully covered with rubber (EPDM) approval identical seal on both sides, with integrated rubber joint protected against overload, body seat cast iron, bolts and nuts of stainless steel (A2).
3
-
-
Providing ,Fabrication fitting, testing and commissioning of washout in rising main controlled by fitting 80mm nominal diameter DI sluice valve PN 1.6 including providing & fitting of 80mm ND C-class flanged GI Nipples 02 No of total length of 8 feets, including gaskets, GI nuts bolts etc.
1
-
-
Fabrication, providing and fitting of Modular Control panel of appropriate size fabricated out of 14 SWG sheet having required openings/vents and protection class IP 55 & fitted with accessories (as per annexure with this NIT)
1
-
-
S/I/T/Commissioning of 50 KVA voltage stabilizer of specifications:- (as per annexure with this NIT)
1
-
-
Providing, fitting, testing and commissioning Aluminum, 50 Sqmm3.5 core, PVC sheathed (Heavy duty Make: L&T/Havells ), armored LT industrial grade power cable from HT transformer to the main control panel as service mains. The conductor to be laid in air/ underground as per site requirement. The job also includes providing, fitting, crimping and taping suitable amperage Aluminium thimbles at the ends of the conductor. The job includes making a suitable hole in the wall for passing the above laid aluminum conductors as per the site requirement.
50
-
-
Providing & fitting of 16 Sq.mm 3-core,415 ± 10% V standard insulated copper submersible cable of L&T make conforming to IS 694:1990 to be fitted with pumping unit from main control panel to modular control panel & interconnection of various other electrical gadgets. The job also includes providing, fitting, crimping and taping suitable amperage Copper thimbles at the ends of the conductor by hydraulic crimping tool.
80
-
-
S/I/T/C of Earthing station for electrical Sub Station & other gadgets installed at pump house comprising of company fabricated earthing electrode GI as per IS : 3043 . The job includes Auguring of bore of 150mm dia and 3.5M depth for installation of electrode along with backfill compound mixed with soil and all other items required thereof for achieving the best result. The job includes connecting of electric gadgets through GI strip of 25mm wide 3mm thick of appropriate length, making of surface structure in cement concrete material as per relevant standards.
3
-
-
Supply ,Installation of Testing & Commissioning of 45 watts Led ( Street light Type)
6
-
-
Providing & Fitting of lighting points in 1.5 mm Sq. multi strand PVC wire as conductor to be laid /carried in PVC channel /conduit as per site requirement. The Job also includes Providing and fitting of 5 Amp. Switch Button /angle holders to be fitted with 15 watt LED Phillips / Havells/ LED inside the Pump house.
6
-
-
Providing/ Fitting/Testing / Commissioning of 11 KV G.O link set (3 pieces) of reputed make as per REC Standard including Pipe of suitable Length & diameter for its operation.
1
-
-
Providing/ Fitting/Testing and commissioning of drop out Fuse Set (Horn –Gap type) suitable for 11 KV line as per REC Standard F6.
1
-
-
Providing/ Fitting/Testing and commissioning of 11 KV lightening arrestor set (station type) as per REC standard conforming to IS 3070 Part III.
1
-
-
Providing ,fabrication & fitting of 07 No of ISMC 75 each of 9 feets long for installation of lighting arrestors, dropout set, & Link set etcthrough screwed fasteners. The job includes painting of the existing poles in built up section with two coat of red oxide primer followed by two coats of paint in silver shade including specified sizes nuts & bolts as per the site requirement. The job further includes providing & fitting of one number of Sign board indicating “11000 Volt Danger” in red Colour.
1
-
-
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge).
127.45
-
436
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil.
297.3
-
252.05
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work). Light (Including all pipe specials needed during execution of work).
80 mm dia Gi Pipes
50
-
773.15
50 mm dia GI Pipes
600
-
477.5
40 mm dia GI Pipes
600
-
386.05
20 mm dia GI Pipes
900
-
182.65
15 mm dia GI Pipes
730
-
144.4
Providing and fixing of 12 mm thick MS flanged joints including cost of welding, cutting of threaded portions, nuts, bolts, washers, carriage etc. for:
80 mm dia
6
-
-
50 mm dia
20
-
-
40 mm dia
20
-
-
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
25 to 40 mm nominal bore
25
-
666.25
50 to 80 mm nominal bore
10
-
1268.75
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
378.57
-
198.7
Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion
7.2
-
3365.6
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
22.5
-
5877.45
Providing and laying of stone soling (dully hand packed) on horizontal level.
1.05
-
616.4
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size).
0.7
-
4419.85
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size)
3.86
-
5849.1
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 ( 1 cement : 6 coarse sand)
3.43
-
6183.75
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): First class kail wood
0.08
-
106894.15
Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. First class kail wood 35mm
0.54
-
3726.05
Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). First class kail wood 35 mm
1.61
-
3093.8
Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. First class kail wood
0.64
-
2501.75
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
0.96
-
6344.25
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:
Thermo-Mechanically Treated bars of grade Fe-500D or more.
91
-
79.25
Centering, shuttering including strutting, propping etc and removal of form for:
Lintel, beams, plinth beams, girders, bressumers and cantilevers with waterproofing ply 12 mm thick
1.73
-
601
Suspended floors, roofs, landings, balconies and access platform with waterproofing ply 12 mm thick
3.78
-
731.75
Edges of slabs and breaks in floors and walls. Under 20cms wide
7.8
-
242.3
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.
50 mm thick with 20mm nominal size stone aggregate.
2.25
-
505
12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)
14.42
-
260.05
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS:15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In all colours, shades, except White, Ivory, Fume Red Brown
1.99
-
1115.8
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
7.88
-
1161.05
Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or Strap, 10 litre low level P.V. C. flushing cistern including flush pipe (of approved make) manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. White vitreous china W.C. pan of size 580x440 mm with integral type foot rests.
1
-
5534.85
Providing and fixing of PVC sanitary fittings as per the directions of Engineer Incharge and requirement of site.
1
-
-
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats
14.42
-
78.65
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
41.4
-
91.8
Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.75litre/ 10sqm of approved brand and manufacture
4.88
-
125.5
Provision for Plumbing/Electrification and iron grills to windows
1
-
-
Providing & laying in position 1000 mm dia, 300 mm in depth precast cement concrete rings for sludge/waste water incl. earth work, disposal of same, carriage, loading, unloading as per the the directions of Engineer Incharge all complete.
20
-
-
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded
2895.83
-
92.85
Providing corrugated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gram/m2
174.92
-
951.8
Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gram/m2
30
-
691.35
Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:
Cement, and Steel for an average lead of 25 km
2.14
-
349.39
Sand for an average lead of 25 km.
3.68
-
393.02
20mm Stone Agg. for an average lead of 25 km.
4.42
-
393.02
40mm Stone Agg. for an average lead of 25 km.
0.63
-
427.21
Bricks for an average lead of 25 km.
1627
-
1.05
Stone Soling for an average lead of 25 km.
1.05
-
462.37
Supply, Installation, Testing & Commissioning of Submersible Pumping Equipment with following specifications: - A. PUMP: -
Make = KSB Discharge = 4000 GPH
Head = 225Mtr.
Speed = 2900 Rpm
Type of pump = Mixed flow
Impeller = Chrome Steel
Quality of Water to be handle= filter water B. MOTOR: -
Make = KSB Rating = Suitable for above parameter not less than 25 HP
Method of starting = Star – Delta/Soft start
Speed = 3000 (Syn).
Voltage = 415 + 15 % Class of insulation = Suitable for above rating.
1
-
-
Fabrication, Providing and fitting of Modular control panel with appropriate size fabricated out of 16SWG sheet having required openings / vents and protection Class: 1P 55 & fitted with accessories as under: -
a). Change over Switch: -
Qty. = One No.
Rating = 160 Ampere
Type = Front operated, On load 4 poles, 400 + 15% volts, 50 ±3% C/S. Make = L&T/Havells
b). Distribution buses: -= Electric grade Aluminium with red, blue and yellow tapping of adequate section. Rating = 160 Amp. Qty. = 4 No’s.
c). Circuit Breakers: = MCCB.
1
-
-
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge).
460.75
-
436
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work). Light
80 mm dia Gi Pipes
700
-
773.15
40 mm dia GI Pipes
400
-
386.05
25 mm dia GI Pipes
800
-
249
20 mm dia GI Pipes
700
-
182.65
15 mm dia GI Pipes
700
-
144.4
Providing and fixing of MS flanged joints including cost of welding, cutting of threaded portions, nuts, bolts, washers, carriage etc. for:
80 mm dia (10 mm thick MS flanges)
30
-
-
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
25 to 40 mm nominal bore
14
-
666.25
50 to 80 mm nominal bore
2
-
1268.75
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
414.68
-
198.7
Providing and fixing sluice valves (with cap) of approved make (Kirloskar/ Vag/ Zoloto) complete with bolts, nuts, rubber insertions, tail pieces etc.
100 mm dia Sluice Valve
1
-
-
80 mm dia Sluice Valve
4
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
18
-
5877.45
Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion
3.78
-
3365.6
Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of: G.S. Sheet
74.35
-
113.9
Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50 meters lead: Of sectional area 40 sqcm. and above.
2.91
-
3168.75
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
6.31
-
8953.95
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more.
769.26
-
79.25
Centering, shuttering including strutting, propping etc and removal of form for:
Foundation, footings, bases of columns etc. for mass concrete.
3.2
-
262.3
Columns, pillars, piers, abutments, posts and struts.
19.2
-
680.15
Suspended floors, roofs, landings, balconies and access platforms.
42.05
-
635.6
Carriage of different materials from different sources to dumping site of work by Mechanical Transport including loading, unloading, stacking etc:
Cement and Steel for an average lead of 20 km
4.19
-
310.99
Sand/Stone Agg. for an average lead of 20 km.
11.54
-
349.82
Dismantled Material back to Divisional Store for an average lead of 20 km.
1
-
-
Extra Carriage of different materials from dumping site to actual site of work by Manually including loading, unloading, stacking etc: for an avrage lead of 500 Mtr.
Cement
3.19
-
245.3
Steel
1
-
526.92
Sand/Stone Agg.
11.54
-
540.18
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge).
330.2
-
436
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil.
82.55
-
252.05
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work). Light (Including all pipe specials needed during execution of work).
100 mm dia Gi Pipes
50
-
1135.35
80 mm dia Gi Pipes
50
-
773.15
50 mm dia GI Pipes
650
-
477.5
40 mm dia GI Pipes
550
-
386.05
25 mm dia GI Pipes
700
-
249
20 mm dia GI Pipes
300
-
182.65
15 mm dia GI Pipes
1120
-
144.4
Providing and fixing of MS flanged joints including cost of welding, cutting of threaded portions, nuts, bolts, washers, carriage etc. for:
100 mm dia (10 mm thick MS flanges)
5
-
-
80 mm dia (10 mm thick MS flanges)
5
-
-
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
25 to 40 mm nominal bore
25
-
666.25
50 to 80 mm nominal bore
5
-
1268.75
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
297.18
-
198.7
Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion
2.88
-
3365.6
Providing and fixing sluice valves (with cap) of approved make (Kirloskar/ Vag/ Zoloto) complete with bolts, nuts, rubber insertions, tail pieces etc.
100 mm dia Sluice Valve
2
-
-
80 mm dia Sluice Valve
1
-
-
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.5
-
5877.45
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge).
152.33
-
436
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work). Light (Including all pipe specials needed during execution of work).
40 mm dia Gi Pipes
570
-
386.05
25 mm dia GI Pipes
350
-
249
20 mm dia GI Pipes
100
-
182.65
15 mm dia GI Pipes
330
-
144.4
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
25 to 40 mm nominal bore
7
-
666.25
50 to 80 mm nominal bore
4
-
1268.75
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
137.09
-
198.7
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil (1 meter from cutting edge).
93.5
-
436
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work). Light (Including all pipe specials needed during execution of work).
25 mm dia Gi Pipes
200
-
249
20 mm dia GI Pipes
450
-
182.65
15 mm dia GI Pipes
560
-
144.4
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete
25 to 40 mm nominal bore
4
-
666.25
50 to 80 mm nominal bore
1
-
1268.75
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
84.15
-
198.7
Cutting road and making good the same including supply of extra quantities of material i.e. crushed aggregate, moorum screening, red bajri and labour required. Bituminous portion
7.2
-
3365.6
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