Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Excavation
Water Storage And Supply
Eprocure
Opening Date2 Feb 2024
Closing Date12 Feb 2024
Tender Amount₹ 7,28,290
Costs
EMD
₹ 14,566Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_658426_1Bid Award Id
ViewTender No
WBMAD/BM/WATER/16/23-24.Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).(a)pvc pipes. (i) 200 mm dia.
40
-
2134
(ii) 250 mm dia.
40
-
2947
Sypply of E.R.W.M.S.(Electrical Resistant Welded M.S.) black pipe of of TATA make (heavy quality) as per standard specification, 5 mm thick. i) 250 mm dia. (internal)
1
-
2494
Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot width in 6.1m length of approved make and as per direction of the Engineer - in -Charg. i)200mm dia (7.00 mm wall thickness).
30
-
3761
Solvent Cement
4
-
130
Providing and fixing bell plug as required upto 250 mm (internal) dia. ERWMS pipe including cost of materials and labour complete.i)200 mm dia.
1
-
431
Providing 200 mm centre guide.(i) with clamp.
6
-
128
Supplying fitting and fixing Heavy type bell mouth reducing socket ( 250mm x200 mm. dia )
1
-
1508
Supplying, fitting and fixing G.I. cap at top with locking arrangement.(iv) 250 mm.
1
-
563
Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality.(Used in 250mm dia).
1
-
2235
Supplying M.S. male / female adopter of approved make and brand for coupling of M.S. pipe and fibre glass strainers, as per direction of the Engineer - in - Charg.
2
-
3426
Packing the annular space between the outside of the tube well pipes & sTr ainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-in-charge including cost of all materials labour and equipment complete. Note: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water.
12
-
2029
Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete.
6
-
417
Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete.
1
-
916
Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with Pitot Tube including hire and labour charges for all tools and plants and scaffolding as required complete in all respect.
4
-
7538
Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction.
1
-
1231
DUCTILE IRON (D.I.) PIPE 'K 7'[IS:8329/2000]. Providing in Alignment & laying in trenches. Ductile Iron (D.I.) Pipe K-7 of the following dia including cutting trenches up to the depth so as to maintain 1 (one) mtr. earth cushion from the top of the Pipe up to G.L. in any kind of soil, carriage of pipes from local store within the scheme area/ Head work site store to Pin point site and back carriage of excess materials to Head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of EIC. (Earth work in excavation, refilling the trenches as per specification and jointing of pipes to be Measured and paid for separately) (Pipes will be supplied Departmentally free of cost).iii ) 150 mm dia
25
-
19.39
Dismantiling all type of masonary expceting cement concrete plain of reinforced stacking serviceable materials at site and removing rubish as directed within a lesd of 75 mtr. i) In ground floor.
2
-
447
Dismantiling all types of plain cement concrete works, stacking serviceable materials at site at site and removing rubish as directed within a lesd of 75 mtr. i) In ground (up to 150mm thick)
1
-
939
Providing in alignment and laying in trenches Ductile Specials D/S Bends. (IS:9523/2000) of following dia. including cutting trenches up to the death so as to maintain-1)one)mtr. earth cushion from the top of the Specials up to G.L. in any kind of soil, carriage of specials from local store within the scheme area/Head works site store to Pin point site & back carriage of excess materials to Head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of E.I.C.
(Earth work in excavation, refilling the trenches as per specification and jointing of Specials to be measured and paid for separately.)
(Bends will be supplied by agency item provided in below.). ix) 150 mm dia. X 90 degree
4
-
17.87
x) 150 mm dia. X 45 degree
1
-
14.36
xi) 150 mm dia X 22.5 degree
2
-
12.74
xii) 150 mm dia X 11.25 degree
1
-
11.88
Providing in aligment and laying in trenches A/S. TEE(DUCTILE IRON) {IS : 9523/2000} of following dia. Including cutting trenches upto the depth so as to maintain-1(one) mtr. earth cushion from the top of the specials upto G.L.in any kind of soil, carriage of specials from local store within the scheme area/Head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of E.I.C. ( Earth Work in excavation . refilling the trenches as per specification and jointing of specials to be measured and paid for separately). ( A/S.TEE. DUCTILE IRON will be supplied by agency item provided in below.) ii) 150X150X80 mm dia
2
-
20.73
Providing in alignment and laying in trenches COLLAR (IS : 13382/1992 ) for MECHANICAL JOINT ( Complete set ) of following dia.including cutting trenches upto the depth so as to maintain -1 ( one ) mtr. Earth cushion from the topof the specials upto G.L.in any kind of soil, carriage of specials from local store within the scheme area/Head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of E.I.C. ( Earth Work in excavation . refilling the trenches as per specification and jointing of specials to be measured and paid for separately ). ( COLLAR { MECHANICAL JOINT } will be supplied by agency item provided in below.) iv) 150 mm dia.
1
-
46.77
Providing in aligment and laying in trenches Sluice valve /Air valve/ Non retarn valve(PN-1) ( IS:14846:2000) following dia. Including cutting trenches upto the depth so as to maintain-1(one) mtr. earth cushion from thetop of the specials upto G.L.in any kind of soil, carriage of specials from local store within the scheme area/Head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of E.I.C. ( Earth Work in excavation . refilling the trenches as per specification and jointing of specials to be measured and paid for separately ) . ( Valves will be supplied by agency item provided in below.) i) 150 mm dia with cap. (sluice valve)
2
-
75.87
ii)150 mm dia with cap. (N.R.V)
1
-
75.87
Construction of masonary sluice valve/ wasout valve/ reflux valve/Non return valve/ Air valve chamber with supply of approved type of RCC cover including earth work in excavation, bailing out of water, filling single layer B.F. soling and cement concrete ( 1;4;8 ) with jhama khoa in foundation. Brick work in cement mortar ( 6:1) with 1st class bricks with provision of weep holes at bottom,100 mm thick precast RCC slab ( 1:2:4 ) with necessary shuttering and reinforcement work and other materials and fitting fixing and overhalling the valves if necessary to work order all complete. Including the cost of laboures,materials and carriage etc. ( Valves and tail pieces only will be supplied by agency item provided in below.) Work should be done as per departmental drawing.i) 150 mm dia.
2
-
11804
Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or
dissimilar materials at the time of laying without damaging any part of
the required length including taking out of the broken pieces from the
trench and restacking the same at the specified location as per direction
of the Engineer-in-charge. iii ) 150 mm dia
6
-
126
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). iv) 150 mm dia
2
-
220
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). i)150mm to 300mm dia
60
-
4.2
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). i)150mm to 300mm dia
60
-
1.54
Providing in alignment and laying FLANGED SOCKET/FLANGED SPIGOT (DUCTILE IRON) [IS :9523/2000]of following dia including cutting trenches including cutting trenches up to the depth so as to maintain-1 (one)mtr. earth cushion from the top of the Pipe up to GL in any kind of soil, carriage specials from local store within the scheme area/head works site store to pin point site and back carriage of excess materials to head works site store, refilling the trenches including dewatering trenches etc. all complete as per direction of EIC.
(Earth work in excavation, refilling the trenches as per specification and jointing of specials to be measured and paid for separately) (FLANGED SOCKET /FLANGED SPIGOT(DUCTILE IRON) will be supplied by agency item provided in below.(I) FLANGED SOCKET (DUCTILE IRON) iii ) 150 mm dia
1
-
14.45
(II) FLANGED SPIGOT (DUCTILE IRON) iii ) 150 mm dia
1
-
16.59
Supply of materials:- A) DUCTILE SPECIALS D/S BEND ix) 150 mm dia. X 90 degree { 4 Nos. X 18Kg } = 72 Kg. Approx.
72
-
125
x) 150 mm dia. X 45 degree { 1 Nos. X 14Kg } = 14 Kg. Approx.
14
-
125
xi) 150 mm dia X 22.5 degree { 2 Nos. X 13Kg } = 26 Kg. Approx.
26
-
125
xii) 150 mm dia X 11.25 degree { 1 Nos. X 11Kg } = 11 Kg. Approx.
11
-
125
B) A/S. TEE (DUCTILE IRON) i) 150 X 150 X 80 mm dia { 2 Nos. X 20Kg } = 40 Kg. Approx.
40
-
128
C) D/S, CONCENTRIC TAPPER ( DUCTILE IRON ) i) 250X150 mm dia { 1 Nos. X 26Kg } = 26 Kg. Approx.
26
-
125
All types of CI specials (viz. Bend. Tee. Teper. Tail piece. Collar. Bell mouth
with Puddle coller etc. size conforming to IS specification 1538: 1993) b) Flanged D) COLLAR iv) 150 mm dia { 1 Nos. X 28Kg } = 28 Kg. Approx.
28
-
63
E)Supply and delivery of CIDF sulice valve (special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sulice valves conformin g to IS 14846-2000 with latest emended having body dome /bonnet and cover of C.I GR-FG210 mtr.spindle of IS-6603 GR-12/Gr-13 non-magnetic, nut seat rings are of gunmetal as per IS:318LTB-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 ruputed manufactures as perdeptt. approved vendor list.) i) 150 mm dia with cap. (sluice valve)
2
-
9174
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. i) 150 mm dia.
1
-
23702
H) Supply & delivery of rubber gasket for DI pipe (SBR) quality as per IS specification.iv) 150 mm dia
17
-
30.14
Sub-Total
-
611084
-
GST 18%
1
-
109995.23
CESS 1%
1
-
7210.8
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