Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Eprocure
Opening Date24 Nov 2022
Closing Date30 Dec 2022
Tender Amount₹ 1,83,16,003
Costs
EMD
₹ 3,66,320Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PHED_425903_4Bid Award Id
ViewTender No
WBPHED/EE/JD/eNIT32/2022-23Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://www.wbphed.gov.in/en/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Lowering and placing of filter assembly of required length and Extraction and partening off the casing pipe of required length.
2
-
18700
... More
Mobilisation and transportion of the Rig machine and its accessories and others materials, etc. to the site.
2
-
18000
... More
Development of the tubewell by Air Compressor and BHT/ other suitable pump and Yield Testing by BHT/ other suitable pumping machinery upto the satisfaction of EIC. It includes arrangement of all machinery, supply of fuel & lubricants, laborers, any others etc.
2
-
40000
... More
Supply and Delivery of 183 mm ID/196 mm OD MSERW fin cut pipe
183
-
1470
... More
Supply and Delivery of 125 mm dia LCG/HDPE/other suitable filter
36
-
2050
... More
Supply and delivery of 128 mm ID/139 mm OD MSERW fin cut pipe
3
-
990
... More
Supply and Delivery of Bit tube (1.5mtr. Long) for Odex-165
2
-
3000
... More
Supply and Delivery of Casing Shoe (for Odex-165)
2
-
15330
... More
Packer Assembly (for Odex-165)
2
-
11555
... More
Supply and Delivery of MS TW Specials (Clamp, Cap, Bail plug, Lugs, Ring etc.)
2
-
3390
... More
Resistivity Test at site including mationary charge.
2
-
15000
... More
Water sample collection and chemical test including Arsenic Test.
2
-
2425
... More
Soil Investigation Test
Mobilisation Charges of all tools & Plants along with accessories, material, labour, supervision etc. at site of work required in connection with boring and testing work, including setting up boring rigs and shifting to different Bore-hole points etc. and also including withdrawal of same from the site after completion of work, complete as per direction of Engineer-in-Charge. b) Detailed Investigation
1
-
25000
... More
Labour for making Bore-Holes of 150mm to 250mm dia. by any standard method to any depth below ground level / bed level in all kinds of soil like clay, , silt, sand, stiff clay, mixed soils etc. except rocks (for the purpose of collecting Disturbed & Un disturbed soil samples, conducting Standard Penetration Test at suitable intervals etc.) including preparation and submission of bore-log as per IRC : 75 and 78 and Clause 2400 of Specifications for Road & Bridge Works (5th Revision), Published by IRC, and also including hire charges of tools and plants complete as per the direction of Engineer-in-Charge. a) When Casing pipe is used to prevent collapse of bore hole (casing pipe to be finally withdrawn) (i) Depth 0 m to 10 m
30
-
340
... More
(ii) Depth greater than 10 m and upto 20 m
30
-
400
... More
B Field Investigation:
iii) Collection of Samples from the bore hole made as per B-a
(a) Undisturbed
6
-
350
... More
(b) Disturbed
10
-
120
... More
vi) Standard Penetration Tests (S.P.T.) by Split Spoon Sampler in the bore hole as per IS 2131.
(i) 0.0 m - 10.0 m
20
-
350
... More
(ii) 10.0m - 20.0 m
20
-
460
... More
A. Laboratory Investigation:
i) Liquid Limit as per IS 2720 (Part – V).
15
-
350
... More
ii) Plastic Limit as per IS 2720 (Part – V)
15
-
350
... More
iii) Grain size analysis by Sieving as per IS 2720 (Part – IV).
15
-
530
... More
iv) Grain size analysis by Hydrometer Method as per IS 2720 (Part – IV).
9
-
690
... More
v) Determination of Water Content as per IS 2720 (Part – II).
9
-
140
... More
vi) Determination of Specific Gravity as per IS 2720 (Part – III).
9
-
460
... More
vii) Direct Shear Test as per IS 2720 (Part – XIII).
9
-
570
... More
viii) Determination of Unconfined Compression Strength as per IS 2720 (Part – X). a) Undisturbed.
6
-
690
... More
xiv) Determination of Consolidation Properties as per IS 2720 (Part – XIV).
6
-
920
... More
xvi) Tri-Axial Shear Test. a) Determination of Shear strength Parameters of a specimen tested in Unconsolidated Undrained Tri-axial compression without measurement of pore water pressure as per IS 2720 (Part – XI).
6
-
920
... More
Preparation and submission of report in 6 (Six) copies, giving all relevant information data like site plan, Bore log and water table, test results, calculations, discussions, suggestions and recommendations in respect of suitable foundation etc. including determination of silt factor calculation of waterways and complete design of foundation including analysis of Bearing Capacities and settlements in bound and presentable form complete as per direction of Engineer-in-Charge. b) Detailed Investigation
1
-
12500
... More
Carriage of all Disturbed & Undisturbed Samples from site of work to the Divisional office or elsewhere including loading and unloading as per direction of Engineer-in-Charge. Detailed Investigation.
1
-
1600
... More
Reservoir Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.
155.8
-
119.27
... More
(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.
116.85
-
192.38
... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
116.22
-
77.54
... More
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
103.87
-
324
... More
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
15.58
-
3819.92
... More
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled
concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety
(i) Ground floor upto 4 m from G.L.
69.39
-
6657.99
... More
(ii) For 4 m to 8 m from G.L.
7.14
-
6752.99
... More
(iii) For 8 m to 12 m from G.L.
7.14
-
6847.99
... More
(iv) For 12 m to 16 m from G.L.
7.14
-
6942.99
... More
(v) For 16 m to 20 m from G.L.
6.53
-
7037.99
... More
Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation. [using concrete mixture] M 30 Grade (i) Pakur Variety
(i) For 16 m to 20 m from G.L.
9.65
-
7208.25
... More
(ii) For 20 m to 24 m from G.L.
32.38
-
7324.25
... More
(iii) For 24 m to 28 m from G.L.
10.01
-
7440.25
... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
70
-
328
... More
Hire and labour charges for shuttering for concrete work in overhead R.C. Reservoir on separate R.C. frame including fitting, fixing and striking off after compeltion of work including staging upto 4 m using ply board or steel shuttering.
690.1
-
668
... More
Extra for Staging beyond 4 m [mode of measurement: Area of unsupported horizontal projection (where staging beyond 4 m is practically unavoidable) x mean height of staging] above initial 4 m.
1349.27
-
149
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
(i) Ground floor upto 4 m from G.L.
10.11
-
100246.03
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(ii) For 4 m to 8 m from G.L.
1.84
-
100676.03
... More
(iii) For 8 m to 12 m from G.L.
1.84
-
101106.03
... More
(iv) For 12 m to 16 m from G.L.
1.84
-
101536.03
... More
(v) For 16 m to 20 m from G.L.
3.68
-
101966.03
... More
(vi) For 20 m to 24 m from G.L.
9.19
-
102466.03
... More
(vii) For 24 m to 28 m from G.L.
0.12
-
102966.03
... More
Supplying & labour for mixing of super plasticizer of approved make brand sika/cico conforming to IS-2645-1975 & IS-9130-1979 to be need in mortar admixture @ 0.20% by wt. of cement (i.e 100ml per 50kg of cement) for improving workability, reducing shrinkage and improvement of water tightness of the concrete.
158.18
-
139
... More
Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer's specification for water proofing layer in water tank etc. (No Departmental Cement is required)
185
-
257
... More
Supplying fitting and fixing door made with IRC febric mesh of 75mm x50mmx4.5mmx2.7mm on 50mm x 50mm x 6mm angle iron frames all round and one 37.5mm x 6mm M.S. flat bar over the netting all round welded to angle iron frame and providing locking arrangements if necessary and with two coats of synthetic enamel paint(Other than Hi-gloss) fitted and fixed with clamps or haskal doomney etc. complete at the lantern of R.C.C. over head reservoir.
2.7
-
2850
... More
40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing
slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures
88.49
-
288.32
... More
Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with matching frame as per IS-12592 (MD) a) 5MT load bearing capacity round manhole cover parovided with two nos. lifter hook with machining frame of size 550mm x 65mm(cover) and 650mm x 125mm(frame) opening 470mm and WT. 90KG. approx.
1
-
3013
... More
Horn gap lighting arrestor complete parts and pin insulators supplying, fitting fixing all complete as per direction of E.I.C.
1
-
2739
... More
Earthing with 50mm.dia G.I. pipe3.64mm.thick x 3mtr. (10”-0”) long and l;1 x 4SWG G.I. (Hot dip)wire 4mtr. long 13mm. dia x 80mm.long G.I.Bolts, double nuts , washer including S&F 15mm.dia G.I.pipe protection (1mtr. long) to be filled with bitumen partly below ground level to an av. Depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule i)For soft soil. a)By ISI Medium G.I.Pipe.
1
-
1715
... More
Connecting the equipments to earth Bushbar including S&F G.I. (Hot Dip) wire of size as below on wall / floor with stables buried inside wall/floor as required and making connection to equipments with bolts, nuts, washer, cable lugs etc. as required and mending good damages as per IEE rule. i) No.8 SWG
50
-
10
... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). (ii) With 1:4 cement mortar (c) 10 mm thick plaster (i) Ground floor upto 4 m from G.L.
74.72
-
123.46
... More
(ii) For 4 m to 8 m from G.L.
74.72
-
127.46
... More
(iii) For 8 m to 12 m from G.L.
74.72
-
131.46
... More
(iv) For 12 m to 16 m from G.L.
74.72
-
135.46
... More
(v) For 16 m and 20 m from G.L.
123.72
-
139.46
... More
(vi) For 20 m and 24 m from G.L.
201.88
-
144.46
... More
(vii) For 24 m and above from G.L.
166.06
-
149.46
... More
(iii) With 1:3 cement mortar (c) 10 mm thick plaster
(i) For 20 m and 24 m from G.L.
165.27
-
150.62
... More
(ii) For 24 m and above from G.L.
45.84
-
155.62
... More
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats (i) Ground floor upto 4 m from G.L.
74.72
-
45.1
... More
(ii) For 4 m to 8 m from G.L.
74.72
-
45.81
... More
(iii) For 8 m to 12 m from G.L.
74.72
-
46.52
... More
(iv) For 12 m to 16 m from G.L.
74.72
-
47.23
... More
(v) For 16 m and 20 m from G.L.
123.72
-
47.94
... More
(vi) For 20 m and 24 m from G.L.
201.88
-
48.76
... More
(vii) For 24 m and above from G.L.
166.06
-
49.58
... More
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) c) Super Protective 100% Acrylic Emulsion. (i) Ground floor upto 4 m from G.L.
74.72
-
97
... More
(ii) For 4 m to 8 m from G.L.
74.72
-
97.71
... More
(iii) For 8 m to 12 m from G.L.
74.72
-
98.42
... More
(iv) For 12 m to 16 m from G.L.
74.72
-
99.13
... More
(v) For 16 m and 20 m from G.L.
123.72
-
99.84
... More
(vi) For 20 m and 24 m from G.L.
201.88
-
100.66
... More
(vii) For 24 m and above from G.L.
166.06
-
101.48
... More
Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2.
i) 100 mm dia.
1
-
6138
... More
ii) 150 mm dia.
5
-
9174
... More
iii) 250 mm dia.
2
-
24420
... More
Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] i) 100 mm dia.
1
-
11835
... More
ii) 150 mm dia.
5
-
11835
... More
iii) 250 mm dia.
2
-
18636
... More
Hoisting, erection ,placing connecting with pipes and specials CIDF pipes, specials) securing with building specials providing stays, clamps as required including cost of staging platform for the work etc.all complete in all respects as per drawing and direction of EIC. i) 100 mm dia.
22
-
84
... More
ii) 150 mm dia.
50.2
-
91
... More
iii) 250 mm dia.
22
-
122
... More
Laying of CIDF /D.I Pipes with specials,valves etc. in trenches including excavation in all sorts of soil, moorum, soft rock and refilling the trenches after laying & jointing of pipes etc. all complete as per specification and direction of EIC. i) 100 mm dia.
5
-
72
... More
ii) 150 mm dia.
30
-
112
... More
iii) 250 mm dia.
15
-
164
... More
Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing specification and direction of EIC all complete. i) 100 mm dia.
1
-
65
... More
ii) 250 mm dia.
1
-
113
... More
Making flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber insertion of 6kg/m2 (3mm gauge) and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) for i) 100 mm dia.
10
-
399
... More
ii) 150 mm dia.
40
-
431
... More
iii) 250 mm dia.
20
-
693
... More
Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I) 1956 by filling with water upto top water level (TWL) as shown in the drawing and as per direction of EIC.
200
-
95
... More
Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC.
1
-
4751
... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
300
-
33
... More
Provision for embossing the name and capacity of reservoir with 20 mm. thick (3:1) raised sand cement plaster with letter size 30cm x 20cm. on the outside of shell wall of the reservoir painted complete as pr direction of EIC
100
-
108
... More
Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. (A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision.
7500
-
95.5
... More
Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. (B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision. (C) CIDF Bell mouth pes. with puddle collar as per ISI 1538-1976 with latest revision (D) C.I.D.F 90˚ Bend as per I.S.1538 (Part-XXI)-1976 with latest amended.
1100
-
95.5
... More
Commissioning the R.C.C. over head reservoir by operating of all category of sluice valves , testing of hoisted pipe joints including repairing the leakage(s) if detected , including making inter connections,flange jointing/lead jointing with the newly laid rising main and distribution main
all complete as per direction of the EIC.
1
-
6000
... More
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m
0.75
-
74571
... More
Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) (A) For Exposed Work (d) (ii) 32 mm dia. medium quality.
140
-
355
... More
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
84.45
-
29
... More
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
84.45
-
79
... More
Pump House Construction of Pump House (5400mm x 3600mm x 3300mm height) with toilet (2100mm x 1350mm) sanitary and plumbing arrangement along with verandah (3000mm x 1500mm) having plinth height 600mm. Two numbers door, two numbers window fitted with 100mm x 75mm Sal wood frame fitted with 100mm x 58mm x 1.90mm iron butt hinges. One number door and all window made of 35mm thick wooden shutters and 19mm thick panel of Sishu, Gamar, Champ, Badam, Bhola etc. and one number door is PVC moulded shutter for toilet. One number Orissa pattern WC (580mm x 440mm) including P or S trap. Three numbers MS or WI ornamental grill fitted at toilet. Construction of Septic Tank for 10 users, inspection chamber, soak well as per PWD schedule & drawing. fitting, fixing 10 liter PVC low down cistern and all necessary fittings, towel rail (25mm dia x 450mm long). Supplying, fitting and fixing 500 litres capacity PVC water storage tank, Plumbing with 25mm and 15mm dia PVC pipe and necessary fittings. MS ornamental grill for window opening, providing 8 nos RCC ventilator in room, 150mm dia GI pipe for lifting arrangement of Pumping machinary. White washing inside and Protective and Decorative Acrylic exterior emulsion paint over a coat of primer for outside the pump house, painting the grills and wooden works over the coat of primer etc.all complete as per direction of the EIC and as per attached detailed drawing. (Any deviation in plingh height as per site, an additional rate will be added or deducted as per approved departmental analysed rate.)
2
-
496287.13
... More
Boundary Wall Earth work in excavation of foundation trenches or drain in all sorts of soil (including mixed soil but excluding lateritc or sand stone ) includig removing , spreading or stacking the spoils within a lead of 75m as directed .The item includes necessary trimming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1.500mm
82.26
-
119.27
... More
Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
16.45
-
77.54
... More
Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (ii) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth.
78.54
-
419.58
... More
II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. Variety In ground floor (a) 1:3:6 proportion
15.88
-
3261.06
... More
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree
50.46
-
4503.1
... More
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
13.62
-
3819.92
... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation.
184.43
-
205
... More
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
272.5
-
328
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL
3.75
-
87074.34
... More
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
320.4
-
666.27
... More
Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster
370.4
-
138.46
... More
(i) With 1:6 cement mortar (b) 20 mm thick plaster
370.4
-
157.62
... More
(ii) With 1:4 cement mortar (c) 10 mm thick plaster
309.78
-
123.46
... More
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
173.84
-
33
... More
Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (b) Two Coats
968.95
-
45.1
... More
Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat) c) Super Protective 100% Acrylic Emulsion.
968.95
-
97
... More
(a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (ii) Grill weighing above 16 Kg./sq.mtr and above
4
-
9827
... More
Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
12.5
-
29
... More
Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white)
12.5
-
79
... More
M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m
0.33
-
74571
... More
Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.)
193
-
408
... More
Drilling hole of requisite diameter in R.S. joist, channel, tees, plates etc. (a) (I) Dia. Upto 12 mm and depth upto 10 mm
196
-
10
... More
Laying Distribution System Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984- 1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. (A) Pressure Rating : PN 6 (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.
-
-
-
... More
(i) 110 mm (OD)
130
-
454
... More
(ii) 90 mm (OD)
12585
-
331
... More
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. (i) 200 mm dia
50
-
136
... More
(ii) 100 mm dia
200
-
72
... More
Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) (i) 200 mm dia
9
-
51
... More
(ii) 100 mm dia
36
-
20
... More
Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver, helper etc. and all other taxes and charges as applicable as per direction of EIC i) Above 40 Km upto 50 Km
1
-
3754
... More
Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). B) For UPVC/HDPE Pipe.
-
-
-
... More
(i) 110 mm (OD)
130
-
3.78
... More
(ii) 90 mm (OD)
12585
-
3.6
... More
A) For CI/DI pipe (i) 200 mm dia
50
-
5.61
... More
(i) 100 mm dia
200
-
3.33
... More
Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). B) For UPVC/HDPE Pipe.
-
-
-
... More
(i) 110 mm (OD)
130
-
1.08
... More
(ii) 90 mm (OD)
12585
-
0.88
... More
A) For CI/DI pipe (i) 200 mm dia
50
-
2.38
... More
(ii) 100 mm dia
200
-
0.94
... More
Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R- 12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. i) 150 mm dia.
4
-
9174
... More
ii) 100 mm dia.
2
-
6138
... More
iii) 80 mm dia.
10
-
4300
... More
Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over 150 mm. thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC] (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] i) 80 mm to 150 mm dia pipe
16
-
11835
... More
Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate). i) 150 mm dia.
8
-
220
... More
ii) 100 mm dia.
4
-
182
... More
iii) 80 mm dia.
20
-
112
... More
Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC
5
-
1023
... More
Providing FHTC from the existing Cl/DI/uPVC/HDPE/GI/AC distribution pipeline by installing 10 mm NB Gun-metal Ferrule conforming to IS 2692:1989 with latest amendments on the said pipeline with supply, fitting & fixing of all other accessories like saddle piece of required size to fit the existing distribution pipeline, specials, nut & bolts, rubber sheet, washers etc and supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100, PN16)/20mm OD PPR-C (Class - SDR7.4/PN16) pipes upto required length with all necessary special5 1.0 metre below the ground connecting the ferrule including cutting trenches in all sorts of soil and filling up trenches’ as per direction of the Engineer-in-charge and upto a point just inside the premises of the household or as directed by EIC. Supply and installation of a 15mm dia. alloy iron Bib Cock (tested to 21 Kg/cm2) above 1.0 Mtr. from ground, an alloy Stop Cock of 15 mm dia. with brass spindle (tested to 21 Kg/cm2) to be fitted in a position as directed by E.I.C. G.I pipe of TATA make (medium duly) of 2 metre length with all necessary specials to continue from the end of the PVC/HDPE/PPR-C pipe and upto 1.0 m above ground within the premises of household.
Note :
1. PVC pipe shall of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).
2. P'PR-C (Poly propylene Random copolymer) pipe shall be 3-layer confirming to IS:15801 UV stabilised & anti-microbial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random/fittings.
3. Rate is exclusive supply and delivery af10mm NB gun-metal Ferrule.
Supply & laying of 15mm NB PVC (schedule 80)/20mm OD HDPE (PE100,PN16)/30mm OD PPR-C (Class - SDR7.4/PN16) pipes.
a) Upto 10m length
75
-
1874
... More
b) Above 10m upto 20m length
125
-
3044
... More
Collection of House Hold Details at Prescribed Format through Mobile App / Hard Copy including Geo-Reference as directed by EIC and Submission of the same to PHE Dte in soft copy.
200
-
28
... More
Making Village Road (average 3m width) crossing by horizontal auger boring for accomodation of laying of average 3 (three) nos. 15mm dia GI pipes for FHTC or as per direction of Engineer-in-Charge.
40
-
188
... More
Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick
16.82
-
939
... More
Supplying, fitting and fixing in position G.I. pipes of TATA make for underground works with all necessary accessories,specials viz.socket, bend, tee, union, cross, elbow, nipple, short piece etc.including cost of all materials,jointing materials ,cutting pipes,making threads,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I. pipes and specials with bituminous paint complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.Payment for painting will be made seperately) (i) 15 mm dia. medium quality. Non TATA
50
-
171.2
... More
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
16.82
-
3819.92
... More
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel JSW/JSPL/SHYAM/ SRMB/BMASL/ ELECROSTEEL/SSL
0.1
-
87074.34
... More
Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (ii ) River Bazree
0.5
-
4503.1
... More
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation
20
-
205
... More
Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies.
13139
-
0.38
... More
Add GST @ 18%
1
-
2766303.53
... More
Add Labour Wlfare Cess @1%
1
-
181346.56
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