Municipal Affairs Department Tender
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Municipal Affairs Department - MAD Tender
Civil And Construction
Pipe Line Project
Water Storage And Supply
Eprocure
Opening Date1 Jul 2024
Closing Date16 Jul 2024
Tender Amount₹ 4,75,777
Costs
EMD
₹ 9,516Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_MAD_703724_2Bid Award Id
ViewTender No
WBMAD/ULB/HM/WW-1(2024-25)Tender Authority
Municipal Affairs Department ViewPurchaser Address
-Website
http://http://www.wburbanservices.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Supply of PVC pipes & fittings (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (part - I) Nipple (150 mm long) i) 100 m.m. dia . (P.No.16, T/19(iii) F(iii) (sanitary & plumbing schedule 2017)
2
274
137
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Supplying,fitting & fixing steel cutter piece upto 450 mm long with socket. i) 75 m.m. dia . (P.No.53, T/9(ii) (sanitary & plumbing schedule 2017)
1
403
403
... More
Supply of PVC pipes & fittings (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (part - I) Threaded Adapter. i) 100 m.m. dia . (P.No.17, T/19(iii) H, (sanitary & plumbing schedule 2017)
5
890
178
... More
Supply of PVC pipes & fittings (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (part - I) Elbow 100 m.m. dia . (P.No.14, T/19(iii) C, (sanitary & plumbing schedule 2017)
1
479
479
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Supply of PVC pipes & fittings (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (part - I) (P.No.18, Item No. 19(iii),L, (sanitary & plumbing schedule 2017) a) Reducing Socket i) 100 m.m. X 50 m.m dia
1
171
171
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ii) 150 m.m. X 100 m.m dia
1
443
443
... More
Supply of PVC pipes & fittings (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (part - I) (P.No.14, T/19(iii),A, (sanitary & plumbing schedule 2017) i) 150 m.m. dia PVC pipe.
36
51120
1420
... More
Supply of PVC pipes & fittings (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (part - I) (P.No.13, T/19(iii)A, (sanitary & plumbing schedule 2017) i) 100 m.m. dia PVC pipe.
75
65550
874
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ii) 80 m.m. dia PVC pipe.
24.39
14097
578
... More
Supplying PVC strainer of approved make with adapter conforming to I.S. 12818 specifications. (P.No.52, T/6(iv), (sanitary & plumbing schedule 2017) i) 100 m.m. dia.
24.39
16536
678
... More
Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr., Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc.
(P.H.E Schedule 2021 Page - TW-2, Item no. 6)
1
56908
56908
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Supply the following materials (Specials) in good condition. a) 80 mm dia 900 D.F. bend = 1 x 10 Kg.= 10.00 Kg. (P.No.51, 97, Item no./10.5 (e)(i). (CMDA - 2012)
10
2140
214
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b) 100 mm dia 900 D.F. bend = 2 x 13 Kg.= 26.00 Kg. (P.No.51, 97, Item no./10.5 (e)(i). (CMDA - 2012)
26
5564
214
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c) 100 mm X 80 mm dia Connentric Reducers = 1 x 10 Kg.= 10.00 Kg. (P.No.56, 97, Item no./10.5 (e)(i). (CMDA - 2012)
10
2140
214
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Supplying including cost of installation of C.I. Mechanical joint Tee as dimensionally described in IS:13382/2004. Each Tee consists of One C.I. Body, Two C.I. Follower Glands, Two sealing Rubber Gaskets of EPDM quality (Conforming to IS:5382/1985 Type-4) and Zinc coated M.S. Fasteners. The Branch Flange is drilled as per IS:1538. The whole assembly is mechanically and hydraulically tested to provisions as laid down in IS: 13382/2004. (P.No.41, T/7.33) (Urban Development & Municipal Affairs Department 2018-2019) Diameter in mm 100 x 100 x 100
1
3965
3965
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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. (P.No.49, Item no./ 8.9 (a). Urban Development & Municipal Affairs Department 2018-2019 80 mm dia
1
5436
5436
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Sluice valve chamber with C.I. heavy cover with locking arrangement (weight not less than 25 kg) (size of chamber 450 mm X 600 mm inside upto 900 mm depth) 250 mm thick cement brick walls (6:1), 150 mm thick cement concrete (6:3:1) bed with stone chips, 200 mm thick cement plaster (6:1) for inside wall and 15 mmthick cement plaster (4:1) for outer walls including rounding corners. (P.No.8, T/10) P.& S. Schedule- 2017 100 mm dia
3
31377
10459
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Cost iron double flanged manually operated sluice valve 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. (P.No.47, Item no./8.6 ) (Urban Development & Municipal Affairs Department 2018-2019) 100 mm dia
3
15201
5067
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Flange joint to C.l./D.l/MS. pipes and specials including supply of rubber gasket. nuts. bolts. washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in- Charge. (P.No.9, Item no./2.1.6 ) (Urban Development & Municipal Affairs Department 2018-2019) 80 mm dia
3
948
316
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100 mm dia
11
5071
461
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Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane (for diameter above 250 mm) by providing temporary support, as required, gaskets, nuts & bolts etc. all cornplete as per specification and direction of the Engineer-in- Charge. [The rate Includes cost of flange joints] (P.No.18, Item no./2.4.1.) (Urban Development & Municipal Affairs Department 2018-2019) 100 mm dia
3
2958
986
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Opening of sluice valves of distribution mains upto 200 mm size including arrangement for tools and tackles. (P.No.27, Item no./7.5) (Urban Development & Municipal Affairs Department 2018-2019)
3
1227
409
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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, leveling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1.5 mtr. (P.No.1, Item no./1.1 (a), Urban Development & Municipal Affairs Department 2018-2019
15
1789
119.27
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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. (P.No.1, Item no./1.2 (a). Urban Development & Municipal Affairs Department 2018-2019
14.76
1144
77.54
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Lowering any type of Ductile Iron (DI) pipes & specials and laying along trench at any depth as per specification and direction of the Engineer- in-Charge, ( laying over ground the rates shall be, reduced by 10% and the rates so reduced shall be inclusive of cost of all sorts of holding arrangements). (P.No-6, Item no./2.1.2 ) Urban Development & Municipal Affairs Department 2018-2019 100 mm dia
30
420
14
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Hydraulically testing of C.I / D.I. / A.C pipe lines in sections, under a head of water not less than 60 m (6Kg./Cm2 pressure) or above as per specific requirements by filling the main with supply of water including supply of all specials and equipments like pump sets, gauges, end caps blank flange etc. all complete as per specification and direction of the Engineer-in-Charge. (After successful completion of test removal of ancillary specials equipments. Plugging arrangements and disposal of water shall be made at no extra cost) (P.No.24, Item no./5.1 . (Urban Development & Municipal Affairs Department 2018-2019) 100 mm dia
30
653
21.78
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Disinfection of water main by filling with water containing bleaching powder of sufficient quantity capable of maintaining a residual chlorine concentration of 10 mg/l within the main after a detention period of two hours and flushing the same with fresh water all complete as per specification and direction of the Engineer-in-charge. (Afer successful completion of the process disposal of water and bacteriological testing of sample of flushed out water from the mains should be made at no extra cost) (P.No.26, Item no./6.1 , (Urban Development & Municipal Affairs Department 2018-2019) 100 mm dia
30
246
8.22
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Cost of 100 mm dia D.I. Pipe (Rate from P.H.E. Dte.)
30
32700
1090
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Ferrule Shifting charge (i) 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 fittings, 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 installed shall be paid extra ) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer-in Charge.
(P.No.21, T/3.7 ) (Urban Development & Municipal Affairs Department 2018-2019)
3
4281
1427
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ii) )Supplying, fitting and fixing in position G.I.pipes of TATA make for underground works with all necessary accessories, specials viz.socket, bend, tee, union , cross, elbow, nipple, short piecs, making threads, cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed with two coats of painting on G.I.pipes and specials with bituminous paint complete in all respect. (Payament will be made on the centre line measurement of the total pipe line including all specials No separate payament will be made for accessories, specials. Payment for painting will be made seperately) P.No.-3, Item no./2(i), Plumbing and Sanitation Schedule- 2017 (i) 15 mm dia. Medium quality.
6
1284
214
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Supply of long screw (150 mm long) of TATA make with sockets (TATA
make) and jamnut. P.No.-108, Item no. 12, Plumbing and Sanitation Schedule- 2017 80 mm
2
636
318
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Supply of G.I. short piece of TATA make (Above 50mm & upto150 mm
long) P.No.-110, Item no. 15, Plumbing and Sanitation Schedule- 2017 80 mm
1
213
213
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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, leveling, dressing and ramming the bottom, bailing out water as required complete. a) Depth of excavation not exceeding 1.5 mtr. (P.No.1, Item no./1.1 (a), Urban Development & Municipal Affairs Department 2018-2019
0.19
22
119.27
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(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion P.no. 34, T/22(a)), 3rd corrigenda,
0.08
430
5376
... More
Brick work with 1st class bricks in cement mortar (6:1) Pg-15, It- 8(a),Bldg'17 & 3RD CORR. (a) In foundation and Plinth.
0.18
974
5413
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125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. P.no. 16, T/16)
4.4
3238
736
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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 .[Excluding cost of chipping over concrete surface] Pg-189, It- 1, Bldg'17 & 3rd corrigenda. With 1:6 cement mortar 15 mm thick plaster (Outside Plaster)
13.23
1997
151
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Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.
NOTE : Cement 0.152 cu.m. per 100 sq.m. (P-192, T-15) Building Schedule 2017
1.7
57
34
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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) (P.No.42, T/36 (a) (f)) Building Schedule 2017 (f) 25 mm to 30 mm shuttering without staging in foundation
0.4
83
209
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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. (a) Pakur/Chandil variety. (P.No.26 T/10(i)), Building Schedule 2017, 3rd corrigenda,
0.19
1099
5785.13
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Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. (P-43, T/40), Building Schedule 2017, 9 th corrigenda, (a) For works in foundation, basement and upto roof of ground floor / upto 4m. (i) Tor steel (8 mm)
11.7
686
58.66
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Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (P-107, T/20) Building works Materials & Labour -2017 (b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
0.75
1247
1663
... More
Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. (P.105, Item no./15) Building works Materials & Labour -2017 (ii) 4 mm thick
0.75
732
977
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Painting
1
500
500
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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] (P.No.27, Item no. 7.2) (Urban Development & Municipal Affairs Department 2018-2019)
20
660
33
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Supplying, fitting and fixing C.I. tail pieces in pair conforming to I.S. specifications. P.No.- 8, Item no./11(i), Plumbing and Sanitation Schedule- 2017
3
5931
1977
... More
Add GST @ 18%
1
71857
71857.53
... More
Add Cess 1%
1
4710
4710.66
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