Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date19 Sep 2024
Closing Date21 Oct 2024
Tender Amount₹ 3,55,55,556
Costs
EMD
₹ 7,11,111Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Llaying Of Clear Water Rising Main (di-k9 Pipe) Of Approx. 1.683 Km From Tw To Ohrs Location And Distribution Network ( Hdpe And Di K-7 Pipe) Of 30.551 Km (approx.) Including Survey ..etc.. At Zone 3 .. Within Dinhata Municipality Under Amrut 2.0
Description
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Contact
Tender Id
2024_MAD_753309_3Bid Award Id
ViewTender No
18of SE(N)/MED/2024-25 dated-18/09/2024Tender 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
250 mm dia Pipe
21.78
3571
164
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).
-
-
-
150 mm dia Pipe
1601
6724
4.2
200 mm dia Pipe
60
336
5.61
250 mm dia Pipe
22
146
6.66
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
1601
2465
1.54
200 mm dia Pipe
60
142
2.38
250 mm dia Pipe
22
76
3.47
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
7
13069
1867
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
528
33
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.
302.94
113905
376
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
320
12160
38
200 mm dia Pipe
13
663
51
250 mm dia Pipe
4
256
64
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
32
1600
50
200 mm dia Pipe
2
154
77
250 mm dia Pipe
2
196
98
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.
-
-
-
b) 150mm.dia.to 200mm.dia pipe
17
2397
141
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
-
-
-
150 mm dia Pipe
32
3456
108
200 mm dia Pipe
2
226
113
250 mm dia Pipe
2
240
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)
-
-
-
150 mm dia Pipe
16
3520
220
200 mm dia Pipe
2
474
237
250 mm dia Pipe
2
658
329
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. (7 x 19.5) = 136.5 Kg 200 mm dia. (1 x 27.0) + (0 x 31.5) + (1 x 37.5) = 64.5 Kg 250 mm dia. (1 x 48.0) + (0 x 45.0) + (0 x 36.0) = 48 Kg
249
31872
128
b) double socketed bend
100 mm dia. to 300 mm. dia.
150 mm dia. (16 x 16.8) + (16 x 13.5) + (16 x 12.0) = 676.8 Kg
200 mm dia. (0 x 28.0) + (0 x 22.0) + (1 x 18.8) = 18.8 Kg
250 mm dia. (0 x 42.5) + (0 x 32.5) + (1 x 27.0) = 27 Kg
722.6
90325
125
c) Tail piece
100 mm dia. to 300 mm. dia.
150 mm dia. (1 x 13.6) + (0 x 15.6) = 13.6 Kg
200 mm dia. (1 x 19.7) + (0 x 22.5) = 19.7 Kg
250 mm dia. (0 x 27.5) + (1 x 31.5) = 31.5 Kg
64.8
9331
144
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
76262
38131
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
6
44922
7487
200 mm dia
1
14769
14769
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
8448
4224
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
6
71010
11835
ii) 200 mm dia pipe
1
14997
14997
iii) 250 mm to350 mm dia pipe
1
18636
18636
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
5
118510
23702
Construction of Thrust Block
-
-
-
ii) 150 mm dia pipe
4
6193
1548.3
i) 200 mm dia pipe
1
2633
2633.18
ii) 250 mm dia pipe
1
4271
4271.89
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 (960.6 x 0.57 x 0.075) =41.07
200 mm dia Pipe (36 x 0.62 x 0.075) =1.67
250 mm dia Pipe (13.2 x 0.67 x 0.075) =0.66
43.4
44398
1023
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 (640.4 x 0.57 x 0.125) =45.6285
200 mm dia Pipe (24 x 0.62 x 0.125) =1.86
250 mm dia Pipe (8.8 x 0.67 x 0.125) =0.737
48.23
45287
939
"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
200 mm dia Pipe
250 mm dia Pipe
91.62
15208
166
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.
1666.17
633
0.38
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
83.31
9830
118
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 )"
ANNEXURE-RA-1B
0.47
2865
6097.77
"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 )
3.75
768
205
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
1840
61339.35
Laying Cost of M.S pipe Consider 1% of Pipe Length
150 mm dia Pipe
(ANNEXURE-RA-3)
16.01
9389
586.48
200 mm dia Pipe
0.6
571
951.86
250 mm dia Pipe
0.22
250
1140.88
"Supply & Delivery (at Site) of DI K-9 Pipes conforming to I.S-8329:2000.
Included 18% GST"
150 mm dia Pipe
1584.99
3425163
2161
200 mm dia Pipe
59.4
171131
2881
250 mm dia Pipe
21.78
84005
3857
"All Types of D.I Ductile Iron (D.I) specials Taking 3% of total Pipe Cost "
150 mm dia Pipe
1
102754
102754.9
200 mm dia Pipe
1
5133
5133.94
250 mm dia Pipe
1
2520
2520.16
"Supply of M.S pipe Including Coating
including 18% G.S.T"
150 mm dia Pipe
(ANNEXURE-RA-3)
16.01
40108
2505.19
150 mm dia Pipe
0.6
2287
3812.56
200 mm dia Pipe
0.22
967
4398.5
HDPE PIPE LAYING IN ZONE-III
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
57
106419
1867
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.
57
81339
1427
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
792
33
"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
160 mm dia (OD) Pipe
16350.05
1267782
77.54
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)
23684
10752536
454
f) 160mm(OD)
5032
4584152
911
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)
23684
89525
3.78
f) 160mm(OD)
5032
24052
4.78
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)
23684
25578
1.08
f) 160mm(OD)
5032
8705
1.73
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
861.48
101654
118
"Bituminous pucca road cutting (approx. 75 mm 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 (14210 x 0.51 x 0.075) =543.53
160 mm dia (OD) Pipe (3019 x 0.56 x 0.075) =126.80
670.33
685747
1023
"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 (6842 x 0.51 x 0.125) =603.97
160 mm dia (OD) Pipe (2013 x 0.56 x 0.125) =140.91
744.88
699439
939
"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
160 mm dia (OD) Pipe
1415.21
234924
166
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. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list.
100mm dia.(1 valve per km)
24
147312
6138
150mm dia.
5
45870
9174
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
48
8736
182
150 mm dia
10
2200
220
"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
29
343215
11835
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.
28716
10912
0.38
(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 X B X D-0.050) Cum
601.26
259329
431.31
SUPPLYING AND LAYING OF DI(K-7) PIPE IN ZONE-III
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
1421
193256
136
250 mm dia Pipe
167
27388
164
300 mm dia Pipe
220
42240
192
350 mm dia Pipe
27
6075
225
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
1421
7971
5.61
250 mm dia Pipe
167
1112
6.66
300 mm dia Pipe
220
1588
7.22
350 mm dia Pipe
27
207
7.67
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
1421
3381
2.38
250 mm dia Pipe
167
579
3.47
300 mm dia Pipe
220
1056
4.8
350 mm dia Pipe
27
171
6.36
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
4
7468
1867
"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]
15x5x8=600"
80
2640
33
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%)
250 mm dia Pipe-(LX1.25X15%)
300 mm dia Pipe-(LX1.3X15%)
350 mm dia Pipe-(LX1.35X15%)
335.46
126132
376
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
287
14637
51
250 mm dia Pipe
34
2176
64
300 mm dia Pipe
44
3344
76
350 mm dia Pipe
5
380
76
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
287
22099
77
250 mm dia Pipe
34
3332
98
300 mm dia Pipe
44
5764
131
350 mm dia Pipe
5
780
156
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
1974
141
c) 250mm.dia.to 350mm.dia pipe
4
1052
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
29
3277
113
250 mm dia Pipe
4
480
120
300 mm dia Pipe
5
800
160
350 mm dia Pipe
1
185
185
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
33
7821
237
250 mm dia Pipe
4
1316
329
300 mm dia Pipe
5
1755
351
350 mm dia Pipe
3
1344
448
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. (5 x 27.0) + (5 x 31.5) + (5 x 37.5) = 480 Kg
250 mm dia. (1 x 48.0) + (1 x 45.0) + (1 x 36.0) = 129 Kg
300 mm dia. (2 x 62.0) + (2 x 49.0) = 222 Kg
831
106368
128
a) All socket Tee
350mm to 450mm dia.
350 mm dia. (1 x 73.5) + (1 x 57.0) = 130.5 Kg
130.5
20749
159
b) double socketed bend
100 mm dia. to 300 mm. dia.
200 mm dia. (14 x 28.0) + (14 x 22.0) + (15 x 18.8) = 982 Kg
250 mm dia. (2 x 42.5) + (2 x 32.5) + (3 x 27.0) = 231 Kg
300 mm dia. (3 x 63.5) + (3 x 49.0) + (4 x 41.0) = 501.5 Kg
1714.5
214312
125
b) double socketed bend
350mm to 450mm dia.
350 mm dia. (0 x 83.0) + (0 x 61.0) + (1 x 50.0) = 50 Kg
50
7700
154
c) Tail piece
100 mm dia. to 300 mm. dia.
200 mm dia. (3 x 19.7) + (3 x 22.5) = 126.6 Kg
250 mm dia. (1 x 27.5) + (1 x 31.5) = 27.5 Kg
300 mm dia. (0 x 38.0) + (1 x 42.0) = 42 Kg
196.1
28238
144
c) Tail piece
350mm to 450mm dia.
350 mm dia. (0 x 48.5) + (1 x 55.5) = 55.5 Kg
55.5
10267
185
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
3
163806
54602
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
6
88614
14769
250 mm dia
1
20429
20429
300 mm dia Pipe
1
24205
24205
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. 350 mm dia Pipe
1
94478
94478
Supplying, fitting and fixing air valve splash plate using 24 mm thick MS plate) according to necessary site measurement as per direction of EIC
3
12672
4224
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
9
134973
14997
iii) 250 mm to350 mm dia pipe
3
55908
18636
Construction of Thrust Block (2 no per km)
200mm dia pipe
3
7899
2633.18
250mm dia pipe
1
4271
4271.89
300 mm dia pipe
1
9160
9160.75
350mm dia pipe
1
13886
13886.1
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 568 x 0.125) =42.60
250 mm dia Pipe (0.65 x 67 x 0.125) =5.44
300 mm dia Pipe (0.7 x 88 x 0.125) =7.70
350 mm dia Pipe (0.75 x 11 x 0.125) =.90
51.1
52275
1023
"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 568 x 0.125) =42.60
250 mm dia Pipe (0.65 x 67 x 0.125) =5.44
300 mm dia Pipe (0.7 x 88 x 0.125) =7.70
350 mm dia Pipe (0.75 x 11 x 0.125) =1.03
56.77
53307
939
"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
250 mm dia Pipe
300 mm dia Pipe
350 mm dia Pipe
107.87
17906
166
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.
1835
697
0.38
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
55.05
6495
118
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 )"
0.52
3170
6097.77
"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 )
4.13
846
205
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
1840
61339.35
"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)
0.69
3346
4849.51
Laying Cost of M.S pipe Consider 1% of Pipe Length
200 mm dia Pipe
14.21
13525
951.86
250 mm dia Pipe
1.67
1905
1140.88
300 mm dia Pipe
2.2
3912
1778.6
350 mm dia Pipe
0.27
616
2282.26
Supply & Delivery (at Site) of DI K-7 Pipes conforming to I.S-8329:2000.
Included 18% GST
-
-
-
200 mm dia Pipe
1406.79
3329871
2367
250 mm dia Pipe
165.33
515498
3118
300 mm dia Pipe
217.8
859003
3944
350 mm dia Pipe
26.73
128544
4809
"All Types of D.I Ductile Iron (D.I) specials Taking 6.25% of total Pipe Cost "
200 mm dia Pipe
1
208117
208117
250 mm dia Pipe
1
32218
32218.68
300 mm dia Pipe
1
53687
53687.7
350 mm dia Pipe
1
8034
8034.04
"Supply of M.S pipe Including Coating
including 18% G.S.T"
200 mm dia Pipe
14.21
54176
3812.56
250 mm dia Pipe
1.67
7345
4398.5
300 mm dia Pipe
2.2
12571
5714.49
350 mm dia Pipe
0.27
1814
6719.86
Add GST @18% excluding item sl no. 28 to 30 and 74 to 76
1
3990289
3990289.46
Add Labour Cess @1%
1
352035
352035.22
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