Municipal Affairs Department Tender
Search from over 10,000+ business opportunities that have been announced from the biggest West Bengal tenders, e tender West Bengal, WB government tenders, and the Online Tender Notices posted on West Bengal e tenders to date. Find opportunities that have come in from multiple corporations, West Bengal government departments, State PSUs, and several Private companies from the state.
Municipal Affairs Department - MAD Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date29 Nov 2024
Closing Date24 Dec 2024
Tender Amount₹ 3,26,66,733
Costs
EMD
₹ 6,53,335Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Supplying And Laying Of 1.418 Km Clear Water Rising Main (di, K9) From Tw To Ohrs Location And Laying Of 19.658 Km Distribution Network (hdpe And Di K7 Pipes) With All Other Associated Works ..at Zone-1 Within Mathabhanga Municipality Under Amrut 2.0
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_MAD_776590_1Tender No
22 of SE(N)/MED/2024-25 dated-29.11.2024Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
200 mm dia Pipe
260
5
1458.6
Cleaning thoroughly the inner surface of pipe line including specials andvalves by flushing with water and subsequently disinfection of the samepipe line by flushing again with water containing bleaching powderresulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of suchfilling 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. Therates 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).
150 mm dia Pipe.
1158
1
1783.32
200 mm dia Pipe
260
2
618.8
Excavation of trial pit (3mX1m depth upto 3.0m) for fixing main, wash out line etc. taking every precautions against damages of S.W. pipe, electrical cables, pipe line, gas main, sewer lines, telephone cables etc. as underground obstruction including 3.75mm thick timber shoring earth cutting, dewatering barricading and again backfilling etc. as per direction of the E.I.C
.For pipe Laying taking L/250
6
1867
11202
Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
16
33
528
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge) For pipe Laying taking 15 % of Total Legth
(a) Depth upto 1.5 m.
255.24
376
95970.24
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. Taking L/5.5 + (No. of DI Pipe Cutting x2) 150 mm dia Pipe
231
38
8778
200 mm dia Pipe
53
51
2703
Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’] Taking (No. of DI Pipe Cutting x2) 150 mm dia Pipe
22
50
1100
200 mm dia Pipe
6
77
462
Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. Taking 1% of Pipe length b) 150mm.dia.to 200mm.dia pipe
14
141
1974
Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. Taking Cutting Qty x 2 150 mm dia Pipe
24
108
2592
200 mm dia Pipe
6
113
678
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).
(No. of M.S. Flange for M.S. Pipe)
150 mm dia Pipe
10
220
2200
200 mm dia Pipe
2
237
474
All Types of D.I Ductile Iron (D.I) specials (viz. Bend, Tee, Taper, Tail piece etc), size conforming to IS specification No 9523/2000 With Cement mortar lining (inside) and bituminous coating (outside) (25% of payment will be held up till successful hydraulic testing) a) All socket Tee 100 mm dia. to 300 mm. dia. 150 mm dia. (5 x 19.5) = 97.5 Kg
200 mm dia. (2 x 27.0) + (0 x 31.5) + (0 x 37.5) = 54 Kg Total =151.5 Kg
151.5
128
19392
b) double socketed bend
100 mm dia. to 300 mm. dia.
150 mm dia. (12 x 16.8) + (12 x 13.5) + (12 x 12.0) = 507.6 Kg
200 mm dia. (2 x 28.0) + (2 x 22.0) + (1 x 18.8) = 118.8 Kg Total =626.40 Kg
626.4
125
78300
c) Tail piece
100 mm dia. to 300 mm. dia.
150 mm dia. (1 x 13.6) + (1 x 15.6) = 29.2 Kg
200 mm dia. (1 x 19.7) + (1 x 22.5) = 42.2 Kg Total =71.40 Kg
71.4
144
10281.6
Cast iron kinetic double orifice type air release valve having small orifice elastic ball resting on gun metal orifice nipple large orifice vulcanite ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing:inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM2
Consider 1 valve Per 1 Km 150 mm dia
2
38131
76262
Cost iron double flanged manually operated sluice valves generally conforming to IS 14846 : 2000, having four faces and spindle nut of gunmetal. inside screw non- rising type quality gunmetal /AISI 410 spindle: seat tested to 10kg/CM² and body tested to 15kg/CM², flanges flat faced and drilled to 1.S.: 1538 : 1993. Painted black all over with asphalt base paint. Valves tested by closed end method. Consider 1 valve Per 500 m 150 mm dia
3
7487
22461
200 mm dia
1
14769
14769
Supplying, fitting and fixing air valve splash plate using 24 mm thick MS plate) according to necessary site measurement as per direction of EIC
2
4224
8448
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]
Consider 1 valve Per 500 m i) 80 mm to 150 mm dia pipe
3
11835
35505
ii) 200 mm dia pipe
1
14997
14997
Cast iron double flanged single door swing Non-Return Valve generally conforming to IS 14846 having body, door cover in graded cast iron to IS 210 Gr. FG 200, body and door rings and bearing block of leaded tin bronze to I.S 318 Gr. LTB 2, hinge pin of ST AISI410 valves suitable for maximum working pressure of 10/16 kg/cm2 and body tested 15/24 kg/cm2.
150 mm diameter
6
23702
142212
Construction of Thrust Block
ii) 150 mm dia pipe
3
1533
4600.35
i) 200 mm dia pipe
1
2607
2607.18
Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the with drawing 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.
(width cutting for trench as per IS 3114 : 2004 , P-1, Cl-3.2)
150 mm dia Pipe (694.8 x 0.57 x 0.075) =29.70 Cum
200 mm dia Pipe (156 x 0.62 x 0.075) =7.25 Cum Total = 36.95 um.
36.95
1023
37799.85
Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
150 mm dia Pipe (463.2 x 0.57 x 0.125) = 33.0 Cum.
200 mm dia Pipe (104 x 0.62 x 0.125) =8.06 Cum. Total = 41.06 Cum.
41.06
939
38555.34
Removal of rubbish, earth etc. From the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer-In-Charge. Total = Road dismantling qnty.
150 mm dia Pipe = 62.71 Cum.
200 mm dia Pipe= 15.31 Cum. Total = 78.02 Cum.
78.02
166
12951.32
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.
1405
-
533.9
Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC) 5% of Total Length One Side
70.25
118
8289.5
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.
Taking Consideration for damage structure (Total Length's 0.25% x B-0.25 X D-0.45 )
0.4
5995
2398
Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness and required bracing for concrete slabs, beams, column lintel curved or straight including fitting, fixing and striking out after completion of woks (upto roof of ground floor).
(f) 25 mm to 30 mm shuttering without staging in foundation
Taking as -(Total Length's 0.25 % x D-0.45 x 2 )
3.16
205
647.8
Reinforcement for reinforced concrete work in all sorts of structure including distribution bars stirrups, binders etc initial straighting and removal losse rust if necessary cutting requiste 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 (i) Tor steel/Mild Steel.
Taking Consideration for Damage Structure-(Total RCC. Qty. x 0.8% x 7.85).
0.03
61038
1831.17
Laying Cost of M.S pipe Consider 1% of Pipe Length
150 mm dia Pipe
12
564
6772.56
200 mm dia Pipe
3
929
2788.56
Part - (B) :- Supply Cost of DI-K9 & M.S Pipe .
Supply & Delivery (at Site) of DI K-9 Pipes conforming to I.S-8329:2000.
Included 18% GST
150 mm dia Pipe
1147
2161
2478667
200 mm dia Pipe
258
2881
743298
All Types of D.I Ductile Iron (D.I) specials Taking 5% of total Pipe Cost 150 mm dia Pipe
2478667
-
123933.35
200 mm dia Pipe
743298
-
37164.9
Supply of M.S pipe Including Coating
including 18% G.S.T
150 mm dia Pipe
12
2505
30062.28
200 mm dia Pipe
3
3812
11437.68
Distribution Network ( HDPE & DI K-7 Pipe) With all other Associated Works Excluding Cost of Road Restoration for 19.658 Km at Zone-1.under Mathabanga Municipality.
HDPE (Materials grade PE-100,PN-6) pipes Supplying & Laying in Distribution system for Proposed water supply scheme at Zone-1.
Excavation of trial pit (3mX1m depth upto 3.0m) for fixing main, wash out line etc. taking every precautions against damages of S.W. pipe, electrical cables, pipe line, gas main, sewer lines, telephone cables etc. as underground obstruction including 3.75mm thick timber shoring earth cutting, dewatering barricading and again backfilling etc. as per direction of the E.I.C.
For pipe Laying taking L/500
39
1867
72813
Shifting house connection or stand post connection from existing main to new main after excavation through any kind of soil and road materials up to required depth, dismantling existing ferrule with all fitting, plugging hole of old main with G.I. plug, drilling and tapping the new main, refixing the ferrule on the new main with serviceable old G.I. pipes and other specials (New G.I. pipes and other specials, if required to be supplied, shall be paid extra and back filling the trench with excavated materials all complete as per specification and direction of the E.I.C.
1792
1427
2557184
Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
24
33
792
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.
(Total Excavation-Volume of Pipe)
110 mm dia (OD) Pipe =9621.89 %M3
160 mm dia (OD) Pipe =1151.97 %M3 Total =10773.86 %M3
10773.86
77
835405.1
Supplying HDPE pipes (Materials grade PE-100) 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
c)110 mm (OD)
17287
454
7848298
f) 160mm(OD)
1830
911
1667130
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
c)110 mm (OD)
17287
3
65344.86
f) 160mm(OD)
1830
4
8747.4
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
c)110 mm (OD)
17287
1
18669.96
f) 160mm(OD)
1830
1
3165.9
Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC) 3% of Total Length on one Side
573.51
118
67674.18
Bituminous pucca road cutting (approx. 450mm depth) by using gaiti, chisel, hammer etc. and picking up the with drawing 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.
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
110 mm dia (OD) Pipe (10372 x 0.51 x 0.075) = 396.73 Cum. Cum
160 mm dia (OD) Pipe (1098 x 0.56 x 0.075) = 46.12 Cum Total = 442.85 Cum
442.85
1023
453035.55
Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
110 mm dia (OD) Pipe (6915 x 0.51 x 0.125) = 440.83 Cum
160 mm dia (OD) Pipe (732 x 0.56 x 0.125) = 51.24 Cum Total= 492.07 Cum
492.07
939
462053.73
Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. 110 mm dia (OD) Pipe = 837.56 Cum
160 mm dia (OD) Pipe = 97.36 Cum Total = 934.92 Cum
934.92
166
155196.72
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.R12/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. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list.
100mm dia.(1 valve per km)
18
6138
110484
150mm dia.
2
9174
18348
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).
No of Valves x2 100 mm dia
36
182
6552
150 mm dia
4
220
880
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) 80 mm to 150 mm dia pipe
20
11835
236700
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.
19117
-
7264.46
(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (for pipe line)
Taking (L-1 X B-1 X D-0.050) Cum
396.47
431
171001.48
DI-K7 pipes Laying in Distribution system for Proposed water supply scheme at Zone-1.
Part - (A) :- Laying Cost for DI K-7 & M.S Pipes with Fittings & Valves. 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.
200 mm dia Pipe
525
136
71400
250 mm dia Pipe
10
164
1640
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). 200 mm dia Pipe
530
5
2973.3
250 mm dia Pipe
11
6
73.26
Cleaning thoroughly the inner surface of pipe line including specials andvalves by flushing with water and subsequently disinfection of the samepipe line by flushing again with water containing bleaching powderresulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of suchfilling 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. Therates 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).
200 mm dia Pipe
530
2
1261.4
250 mm dia Pipe
11
3
38.17
Excavation of trial pit (3mX1m depth upto 3.0m) for fixing main, wash out line etc. taking every precautions against damages of S.W. pipe, electrical cables, pipe line, gas main, sewer lines, telephone cables etc. as underground obstruction including 3.75mm thick timber shoring earth cutting, dewatering barricading and again backfilling etc. as per direction of the E.I.C.
For pipe Laying taking L/500
2
1867
3734
Dewatering by pumps including all leads, lifts and making all arrangements of disposal, where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage, breakage and making wet connections. [Note : - In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to any natural source of water or any fault of the Contractor]
30
33
990
Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge) For pipe Laying taking 15 % of Total Legth 200 mm dia Pipe-(LX1.2X15%) = 94.5 Sqm
250 mm dia Pipe-(LX1.25X15%) = 1.88 Sqm Total = 96.38 Sqm
96.38
376
36238.88
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.
Taking L/5.5 + (No. of DI Pipe Cutting x2)
200 mm dia Pipe
106
51
5406
250 mm dia Pipe
2
64
128
Supply of Single/Double bit SBR gasket suitable for jointing CI/DI pressure pipes, conforming to IS : 5382 : 1985 [Popularly known as ‘Tyton Gasket’] Taking (No. of DI Pipe Cutting x2) 200 mm dia Pipe
106
77
8162
250 mm dia Pipe
2
98
196
Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC.
Taking 1% of Pipe length b) 150mm.dia.to 200mm.dia pipe
5
141
705
c) 250mm.dia.to 350mm.dia pipe
1
263
263
Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. Taking Cutting Qty x 2 200 mm dia Pipe
11
113
1243
250 mm dia Pipe
1
120
120
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).
(No. of M.S. Flange for M.S. Pipe)
200 mm dia Pipe
13
237
3081
250 mm dia Pipe
3
329
987
All Types of D.I Ductile Iron (D.I) specials (viz. Bend, Tee, Taper, Tail piece etc), size conforming to IS specification No 9523/2000 With Cement mortar lining (inside) and bituminous coating (outside) (25% of payment will be held up till successful hydraulic testing) a) All socket Tee 100 mm dia. to 300 mm. dia. 200 mm dia. (2 x 27.0) + (2 x 31.5) + (2 x 37.5) = 192 Kg 250 mm dia. (1 x 48.0) + (0 x 45.0) + (0 x 36.0) = 48 Kg Total = 240 Kg
240
128
30720
b) double socketed bend
100 mm dia. to 300 mm. dia.
200 mm dia. (7 x 28.0) + (7 x 22.0) + (8 x 18.8) = 500.4 Kg
250 mm dia. (0 x 42.5) + (0 x 32.5) + (1 x 27.0) = 27 Kg Total = 527.4 Kg
527.4
125
65925
c) Tail piece
100 mm dia. to 300 mm. dia.
200 mm dia. (1 x 19.7) + (1 x 22.5) = 42.2 Kg
250 mm dia. (0 x 27.5) + (0 x 31.5) = 31.5 Kg Total = 73.7 Kg
73.7
144
10612.8
Cast iron kinetic double orifice type air release valve having small orifice elastic ball resting on gun metal orifice nipple large orifice vulcanite ball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by a metre wheel gearing:inlet faced and drilled to IS 1538 Table 4 & 6. valve suitable for maximum working pressure of 10 kg/CM2
Consider 1 valve Per 1 Km Approx
200 mm dia
2
54602
109204
Cost iron double flanged manually operated sluice valves generally conforming to IS 14846 : 2000, having four faces and spindle nut of gunmetal. inside screw non- rising type quality gunmetal /AISI 410 spindle: seat tested to 10kg/CM² and body tested to 15kg/CM², flanges flat faced and drilled to 1.S.: 1538 : 1993. Painted black all over with asphalt base paint. Valves tested by closed end method. Consider 1 valve Per 500 m 200 mm dia
2
14769
29538
250 mm dia
1
20429
20429
Supplying, fitting and fixing air valve splash plate using 24 mm thick MS plate) according to necessary site measurement as per direction of EIC
2
4224
8448
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]
ii) 200 mm dia pipe
4
14997
59988
iii) 250 mm to 350 mm dia pipe
1
18636
18636
Construction of Thrust Block (2 no per km)
200mm dia pipe
2
2607
5214.36
250mm dia pipe
1
4228
4228.56
Bituminous pucca road (approx. 150mm depth) cutting by using gaiti, chisel, hammer etc. and picking uip the with drawing 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.
(width cutting for trench as per IS 3114 : 2004 , P-1, Cl-3.2)
200 mm dia Pipe (0.6 x 318 x 0.075) = 14.31 Cum
250 mm dia Pipe (0.65 x 7 x 0.075) = 0.34 Cum Total = 14.65 Cum
14.65
1023
14986.95
Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick.
(width cutting for trench as per IS 7634 (Part 2) : 2012 , Table-3)
200 mm dia Pipe (0.6 x 212 x 0.125) =15.9 Cum
250 mm dia Pipe (0.65 x 4 x 0.125) = 0.33 Cum Total = 16.23 Cum
16.23
939
15239.97
Removal of rubbish, earth etc. From the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer-In-Charge. Total = Road dismantling qnty.
200 mm dia Pipe = 30.21 Cum 250 mm dia Pipe = 0.67 Cum Total = 30.88 Cum
30.88
166
5126.08
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.
535
-
203.3
Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC) 3% of Total Length on One Side
16.05
118
1893.9
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.
Taking Consideration for damage structure (Total Length's 0.25% x B-0.25 X D-0.45 )
0.15
5995
899.25
Hire and labour charges for shuttering with centering and necessary staging upto 4m using approved stout props and thick hard wood planks of approved thickness and required bracing for concrete slabs, beams, column lintel curved or straight including fitting, fixing and striking out after completion of woks (upto roof of ground floor).
(f) 25 mm to 30 mm shuttering without staging in foundation
Taking as -(Total Length's 0.25 % x D-0.45 x 2 )
1.2
205
246
Reinforcement for reinforced concrete work in all sorts of structure including distribution bars stirrups, binders etc initial straighting and removal losse rust if necessary cutting requiste 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 (i) Tor steel/Mild Steel.
Taking Consideration for Damage Structure-(Total RCC. Qty. x 0.8% x 7.85)
0.01
61038
610.39
Brick work with 1st class bricks in cement mortar (1:6)
(a) In foundation and plinth
Taking (Total Length's 0.25 % x B-0.25 X D-0.6)
0.2
4849
969.9
Laying Cost of M.S pipe Consider 1% of Pipe Length
200 mm dia Pipe
5
929
4647.6
250 mm dia Pipe
1
1118
1118.23
Part - (B) :- Supply Cost of DI-K7 & M.S Pipe Supply & Delivery (at Site) of DI K-7 Pipes conforming to I.S-8329:2000.
Included 18% GST
200 mm dia Pipe
525
2367
1242675
250 mm dia Pipe
10
3118
31180
All Types of D.I Ductile Iron (D.I) specials Taking 5% of total Pipe Cost 200 mm dia Pipe
1242675
-
62133.75
250 mm dia Pipe
31180
-
1559
Supply of M.S pipe Including Coating
including 18% G.S.
T200 mm dia Pipe
5
3812
19062.8
250 mm dia Pipe
1
4398
4398.5
CONSTRUCTION OF IRON-ELIMINATION PLANT FOR MATHABHANGA MUNICIPALITY.[TWO Nos AT ZONE-1].
Supplying, Fabrication, Erection on suitable RCC foundation and Commissioning with 3 (three) months Trial Run (including cost of routine testing of water sample for performance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte. with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2 (two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per departmental approved design & drawing including cost of filter media, Air Compressor & Air blower with motor, starter, main switch etc. of required capacity &approved specification including power connection frommain line etc. all complete.
Rate excludes the cost of Concrete Platform & drain, and the cost of Blower
RoomFor more than 50 cum/hr, twin unit of equal size in parallel shall be adopted. Capacity of IEP Proposed-88 cum / hr
45 cum/hr
2
1196200
2392400
FOUNDATION FOR IRON-ELEMINATION PLANT ZONE-1 FOR MATHABHANGA MUNICIPALITY.[FOR TWO(02) Nos AT ZONE-1].
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
36.75
119
4383.17
(b) Depth of excavation for additional depth beyond
1,500 mm. and upto 3,000 mm. but not requiring
shoring.
6.13
192
1178.33
(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
1.84
431
792.53
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
24.5
322
7889
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. 3
4.75
5995
28476.25
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
50
205
10250
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 mI. (Sail/Tata/Rinl)
0.04
61038
2441.55
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
40
32
1308.8
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]
(c) 15 mm thick plaster
(ii) With 1:4 cement mortar
100
153
15311
Construction of CC drain 300 mm X 450 mm inner section of 70 m length.[At Zone-1].under Mathabanga Municipality.
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 1500 mm
26.95
119
3214.33
Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
49
24
1176
I) Cement concrete with graded stone ballast (40 mm size
excluding shuttering) in ground floor & foundation
B) NB Variety. (a) 1:3:6 proportion
4.9
3573
17512.26
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)
(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht.shall be allowed under 12 (e) for every 4 m or part thereof)
f) 25 mm to 30 mm shuttering without staging in foundation
126
205
25830
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. Pakur variety.
12.6
5487
69137.46
Plaster (to wall, floor, ceiling etc)with sand & cement mortar includg rounding off or chamfering corners as directed a ramming out joints or roughening of concrete surface by chamfering etc. including threading noising and drip course where necessary.(Ground Floor) b) 15 mm thick plaster (1:4)
112
153
17148.32
Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
112
32
3664.64
Blower Room of 3.6 mtr. X 3.0 mtr.at Zone-1 within Mathabanga Municipal area.
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
16.2
119
1932.17
(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
3.24
431
1397.44
(B) 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.
3.24
77
251.23
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
3.24
322
1043.28
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.
a) Pakur Variety.
2
5487
10974.2
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.
(i) Pakur Variety.
4.5
5995
26977.5
Brick work with 1st class bricks with cement mortar (1:6)
(a) In foundation and plinth.
5
4849
24247.55
(b) In superstructure, ground floor.
9
5072
45652.59
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)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer In-Charge.
25
328
8200
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 mI. (Sail/Tata/Rinl)
1
61038
61038.84
25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface).
5
196
984.8
125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
8
666
5330.16
Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.
In ground floor.
I)3 mm. thick topping (High polishing grinding on this item is not permitted with
ordinary cement). Using grey cement
(ii) 25 mm. thick.
15
272
4091.55
Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.
12
32
392.64
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
(b) 20 mm thick plaster
45
157
7092.9
(c) 15 mm thick plaster
95
138
13153.7
(ii) With 1:4 cement mortar
(c) 10 mm thick plaster
15
123
1851.9
Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted
upto three decimals).
(e) Sal : local
0.12
71907
8628.84
Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.
In ground floor.
(iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm.
(c) Other Local Wood
2
1619
3238
Shutters of 2/3rd panel and 1/3rd glazed of doors and windows as per design (each panel consisting of a single plank without joint and with ordinary glass of 7.4kg. Per sq.m./3mm thick) fitted with putty bed and teak wood beads and nails including fitting and fixing shutters in position but excluding the cost of glass, putty, teak bead, nails,
hinges etc. and other fittings, in ground floor.
(iv) 25mm thick shutters with 12mm thick panel.
(c) Other Local Wood.
3
1696
5088
(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.
(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr.
2.3
10021
23048.3
Dry Distemparing to interior walls or ceiling including cleaning, washing, smoothening surface.
(b) Two coat
40
49
1960
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
Two coats.
Gr. Floor
45
45
2029.5
Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic 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) Two coats
Solvent based interior grade Acrylic Primer
50
48
2425
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)
Normal Acrylic Emulsion
50
67
3350
Applying Acrylic Emulsion Paint of approved make and brand on walls and celling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer)
(Two coats)
Standard Quality
45
62
2790
(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
3
29
87
(b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand
papering etc.
32
38
1216
(A) 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 :
(a) On timber or plastered surface :
With other than hi-gloss of approved quality-
(iv) Two coats (with any shade except white)
12
75
900
(b) On steel or other metal surface :
With other than hi-gloss of approved quality-
(iv) Two coats (with any shade except white)
2
72
144
Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per
direction. (Cost of concrete will be paid separately)
(a) 40mm X 6mm, 250mm Length
15
29
435
Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark.
(iv) 75mm. X 47mm. X 1.70mm.
18
31
558
(vii) 100mm. X 58mm. X 1.90mm.
2
47
94
(A) Iron door ring of approved quality fitted and fixed with nut and washer complete.
(i) 50mm dia.
3
17
51
Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:
(iv) 150mm long x 10mm dia. bolt.
2
63
126
(vii) 225mm long x 10mm dia. bolt.
2
84
168
i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.
(b) 250mm long.
1
159
159
Iron catch hook of approved quality fitted and fixed to shutter and chowkat.
(b) 6mm dia x 225mm long.
2
64
128
Supplying, fitting and fixing hinge cleat in position excluding the cost hinge and other fiffitngs.
b) with 75mm iron Butt-hinge
ii) Sal : siliguri
2
37
74
Number plaque of building (plaque size up to 225 mm x 225 mm) made of sand cement plaster (1 : 2) on face of wall or plinth with 50 mm size letters P.W.D and the number of the structure formed thereon (in sunk type) including painting the letters and the number complete as per direction.
2
110
220
Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). 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
PVC Pipes
a) 25 mm dia.
2
177
354
b) 15 mm dia.
2
101
202
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer
(a) 500 litre capacity
1
2584
2584
Surging and Maintenance of Existing Tubewells [Four(04) nos at Zone-1].within Mathabanga Municipal area.
Cleaning of annular space (1.2 metre dia) arround housing pipe by excavation for exposing the top of gravel layer, including making shoring and shuttering arrangement as necessary and removing the spoils to a safe distance all complete as per direction of the Engineer-in-Charge. (Measurement to be taken as depth excavated from floor level of pump house).
124
466
57878.24
Charges for placing 1.2 metre dia. 300 mm. wide,65 mm thick R.C.C. well ring made with cement concrete 1:1.5:3 with stone chips and 0.8% reinforcement (including the cost of shuttering and reinforcement) cast at site in the annular space around the housing pipe, including supplying the rings at site-all complete as per direction of the Engineer-in-Charge
124
2093
259575.4
Supply of acid component including all taxes and charge and carrying cost at site.
a) Sulphamic Acid
40
89
3583.2
b) Calcium Hypochlorite
40
70
2828.8
c) Sodium Hexamate Phospate
20
80
1603
Labour charges for pouring the acid in requisite quantities in perforated polythine one cloth bag & submersing the bags within the tube well at different stages of strainer with the help of string overnight, weeping and their mixing and string the acid with surge block by air Compressor (including back pressure) L. S.
4
1471
5887.76
Development of tubewell with not less than 350 cfm 150 psi capacity air compressor by surging and back washing for minimum 12 hrs including lowering of eduction pipe, air pipe etc. upto required depth as per direction of Engineer-inCharge including hire and transport charge of Air compressor and other necessary tool and plants and also cost of fuel/lubricants for air compressor.
48
1091
52413.12
Supply of gravel for use as pack in tube well of 2 mm to 4 mm. size and gravel treatment of tubewell (as per IS: 4097/ 1967) including screening, washing, cleaning etc. of the gravels at the site, all complete as per direction of the Engineer-in-Charge
81.08
2227
180585.43
Labour charges & other charges for lowering of drop pipe 7.5 cm. or 10 cm. dia for choke clearance & detection of parted point (for parted tubewell) on fitting necessary flanges buckets & other attachment as may be required & withdrawing of the same after completion of work as many lifting & lowering required during the work without damaging any departmental material including lowering of sounding wire time to time as and when required. This includes labour & other charges for erection of scaffolding for lowering & withdrawing drop pipe.
(i) Upto 60 metre depth.
240
41
9957.6
(ii) Beyond 60 metres upto 150 metres.
360
45
16293.6
Labour charges & other charges for clearing of parted particle like sand and gravel & foreign materials like brick bats etc. if any from inside the tubewell assembly from different depth adopting suitable method including use of suitable type of cutter for loosening & breaking the deposited materials on subsequent operation of air compressor of suitable capacity with gradual & time to time lowering of compressor pipes, drop pipes etc. for required hours till the chockage is cleared upto the satisfaction of Engineer-in-Charge. (The rate included all labour charges & running cost of machinery but excluding lowering of drop pipe & other tools and plants but included labour charges for lower cutter, air pipe etc. to the required depth as needed.
(i) Upto 60 metre depth.
240
238
57256.8
(ii) Beyond 60 metres upto 150 metres.
360
285
102855.6
Labour charges & other charges for pouring water (if required in side the tubewell for operation of air compressor during chemical treatment from outside the surface by any means including drawing pipe line or excavation earth channel hire charges of tools & plants etc. complete.
4
1006
4024.52
Making of capsule for sealing parted portion at reducer on cutting required length upto 10ft. from 6 inches dia. Pipe (to be supplied departmentally) including supplying fixing of 2 nos., 2 inch, W'to 1" width rubber ring 7.5 inches o.d. in between two M.S. on one end of the pipe & fizing of one flange at middle position of pipe having outer dia. more than 8 inches but less than 11 inch. and also fixing of 2 nos. M.S. flanges type plate having other Y4inch. less than inner dia. of housing pipe and setting of one to two nos. rubber packing ~ inch. to 1 inch. thick and suitable outer dia. (lust below the inner dia.) of housing on the other end of pipe as per direction. The capsul should be prepared in such way so that it can guard the parted portion effectively and at the same time it can move through the assembly easily complying optimum pressure and also it rest on the reducer freely. (The rate including cut ting charges necessary welding, threading,matching and including supplying of two nos. M.S. ring, one no. M.S. flange, two nos. M.S. flange type plate, necessary rubber packing ring of suitable dia.and thickness, necessary rubberpacking ring of suitable dia and thickness necessary provision for lowering capsul and includes all necessary carriage departmental stores to workshop and to work site all complete.
4
1946
7785
Labour charges & other charges for lowering of sealing a capsul within the housing / reducer with the help of 8 mm dia wire rope or by any other arrangements on employing optimum thrust with the help of 3 inch. dia of pipe & placing the capsul in proper position to guard the parted portion effectively Each Tubewell 558.23 including all the hire charges of tools & plants & labour charges & other incidental charges etc. all complete (payment will be made only after effective sealing of
Iparted zone).
4
558
2232.92
(i) Supplying of flexible wire rope of good quality 6 mm dia. at site.
164
16
2783.08
(ii) Supplying suitable size dog clamp.
40
12
490.4
Manufacturing of 160/140/110 mm dia. PVC. strainer by making slot of suitable size as per design on the body of the PVC. pipe covering same with good quality nylon net and closerly winding the same with good quality of coir rope (PVC. pipe to be supplied by their department) includinq all labour & transportation charges complete.
104
219
22849.84
E.M Work.
Supply & delivery of clear water vertical wet type submersible pump suitable for bore well conforming to IS: 8034 (and as amended thereafter) with standard MOC for potable clear cold water and BEE 3 star rated capable of discharging 44 m³/hr against 68 mtr head of water column. The pump shall be directly coupled with a continuous rated 2 pole suitable wet type vertical squirrel cage induction motor conforming to IS: 9283 (and as amended thereafter), suitable for operation in AC three phase 415 V, 50 hz (category B motor).
4
90590
362360
Supply, Delivery & installation of 415 V, 3 Phase 50 hz Auto-manual upto 20 KW Star Delta starter Control Panel for Sub P/M Set (as per enclosed details) Mk-Selwin/Electromech /AC Power /Equivalent as per direction of EIC.
4
94666
378664
Supply, Delivery at site 1.1 KV grade Al armoured cable of size 3.1/2 core 25 sq mm confirming to IS: 1554/7098(Part-1)-1988. Make-Havells or equivalent.
80
327
26160
Supply of Insulating rubber mat of size 3' x 6'.
36
163
5895.72
Supply & delivery of 1200 mm sweep AC Ceiling Fan (Orient PSPO, Summer cool/ New bridge without regulator with all accessories.
4
1791
7164
S&F MS top clamp 12 x 80 mm section for Submersible P/M Set in two halves.
8
559
4474.4
S&F of safety clamp for the P/M Set 6 mm x 40 mm section.
4
380
1521.2
S&F of pressure gauge of range 0-10 kg/cm2 with cock and allied accessories.
4
800
3200
S&F of Split type M.S fabricated suitable tube well cover for the tube well with necessary clamping arrangement including holes for column pipe, air pipe & cable entry.
4
1031
4124
Construction of supporting pillar supporting platform for the resting of valves for easy operation with neat cement finish as per direction of EIC.
8
250
2000
Supply, painting of best quality weather thermal resistance paint of approved quality with two coats with necessary smoothening of surface and application primer incl. material, labour and hire charge of tools & paints etc all complete.
12
152
1824
S& F of protection device comprising of wire rope clams etc.
4
1830
7321.6
Flange joint to CI/DI/MS pipes and specials incl supply of rubber gasket, nuts, bolts, washers etc of quality to make the joint water tight as req. for hydraulic pressure and direction of Etc.
32
343
10976
Installation of pumping machinery with valves, pipe & pipe specials short piece. depth gauge, pressure gauge including hoisting of column pipe. making all electrical and water line inter- connection complete as per direction including supply of necessary materials as req.for the work.
4
5000
20000
Supplying and fixing sheet steel main switch on angle iron frame on wall 100/125-amp 415 V TPN with fuse on L & N Make-Havells/ Flora.
4
7574
30296
Supplying and fixing sheet steel main switch on flat iron frame on wall 15/16-amp, 240 V DP with fuse on L & N Make-Havells/Flora.
4
655
2620
Supplying and fixing compression type gland complete with brass gland, brass ring & rubber ring for dust & moisture proof entry of XLPE/PVC cable for 3 1/2 core upto 35 sq mm.
24
173
4152
Finishing end of XLPE/PVC armoured cables by crimping method incl. Supplying fixing solderless socket(dowels make), tapes, anti-corrosive paste & jointing materials 35 sq mm 3 1/2 core.
24
169
4056
Laying of two cables upto 35 sq mm in underground trench in single tire formation (horizontal) the trench size 680 mmx 760 mm average depth, with brick protection on the top of the each cable with 8 (eight) nos per mtr and 4(four) nos bricks per mtr as separator between the bricks and cables and also trench to be filled up with shifted soil, leveling up and restoring surface duly rammed.
60
319
19140
Laying of cable up to 3/3.5 core 35 sq mm - 50 sq mm on wall/surface incl. S&F MS saddle with earthing attachment in 2x10 SWG Gl (hot dip) wire making holes etc. as necessary mending good damages and painting.
20
78
1560
Supply & Fixing bulkhead light fitting (Havells make) with die cast aluminium housing & frosted lass on wall/ceiling incl. 8-Watt CFLJ100watts GLS lamp complete set.
8
674
5392
Supplying & fixing of 250 V, 4' long 40 W single/double FL Tube light fittings complete with all accessories incl. FL. Tube (Phillips make). TMC 055 2 x TL-D 36 W LED.
4
1375
5500
S&F at site of TW single board size 14" x 16".
8
61
492
Supply & Fixing 240 V 6 A Piano key type switch (Brand approved by EIC) on existing sheet metal switch board having Bakelite/Perspex top cover by screws after making using for switch by cutting Bakelite/Perspex cover and making necessary connections as required.
16
29
464
supply & Fixing 240 V 16120 A Piano key type switch (Brand approved by EIC) on existing sheet metal switch board having bakelite/perspex top cover by screws after making housing for switch by cutting bakelite/perspex cover and making necessary connection as required.
16
84
1344
Supply & Fixing 240 V, 20 A Plug Socket (Brand approved by EIC) without plug top and switch on existing sheet metal switch board having bakelite/perspex top cover by screws after making housing for combined plug switch by cutting bakelite/perspexwire cover and making necessary connections with PVC wire and earth continuty wire etc.
4
84
336
Supply, delivery, testing and commissioning of LED type 60 W street light luminaries including LED lamp etc all complete, Mk- Phillips/C.G or any reputed make as per direction of EIC.
8
4218
33750
Supplying & Fixing Out door type CFL luminaire (Havells make-LHRC4185099) with deep drawn aluminium housing anodised inside & clear acrylic cover and accessories incl. for 85 watts CFL lamp incl. S&F 32mm dia Gl pipe bracket, clamp, nut & bolts etc.
4
1938
7752
Distribution wiring in 1.1 KV grade 2x22/O.3 (1.5) sqmm) single core stranded 'FRI PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with Ix22/0.3 (1.5 sqmm) single core stranded 'FR PVC insulated & unsheathed copper wire for ECC incl. necy. PVC clips, fittings etc. to bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with Perspex/ bakelite top cover on wall incl. necy, connections and making earthing attachment and mending good damages to building works. [PVC casing-capping and Switch board both on surface). Average run 6 mtr.
32
742
23744
Supply of fabricated MS Kiosk made from 14 SWG MS Angle incl. Providing Al busbar of 60 A rating for main supply transmission with proper stamping and to be fixed on pedestal as per direction of EIC.
4
2018
8072
Earthing with 50 mm dia Gl pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG Gl (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm tong GI bolts. double nuts, double washers incl. S & F 15 mm dia Gl pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the round level B TATA- Medium Gl pipe.
12
1786
21441.6
Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with Gl bolts nuts washers spacing insulators etc. as re uired.
8
170
1360
Connecting the equipment to earth busbar including S & F GI (Hot Dip) wire of size No. 4 SWG on wall/floor with staples buried inside wall/floor as required and making connection to equipment with bolts, nuts, washers, cable lugs etc. as required and mending good damages.
40
20
800
Supply, delivery at site and storage of glowing plastic sign board for identification mark as per direction of EIC.
48
490
23520
Erection of glowing plastic sign board for identification mark as per direction of EIC.
48
287
13776
Supply & fixing, fitting of lightning arrestor/conductor of G.l stick of size Ix5 Mtr long x 25 mm dia with flange at bottom of size 75 X 75 x 5 mm thk.with copper discharge points including grouting by cement morter 1:4 as er direction of EIC.
4
920
3680
Connecting the equpments/body to earth busbar including S&F 25 mmx6mm galvanised (Hot Dip) M.S flat on wall/ floor with Gl shaddles as required and making connection to equiments with bolts nuts and washers etc.
60
114
6840
Supply and installation of injector/Diaphragm type Automatically feeding controlled dosages of chlorine solution in pumping delivery line. i)Capacity 0-100 lp h 10 kg/cm2 test pressure.
1
150000
150000
Operation & Maintenance of the whole Installation for the period of five Years (after trial run) deploying adequate number of working personnel for round the clock operation as per requirement, specification &direction of E.I.C.
60
38716
2322960
GST @ 18%, Excluding Item Sl.No-41 to46 and 109 to 114
1
4203721
4203721.24
Labour Welfare Cess @ 1%
1
323433
323433
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%