Housing Urban and Rular Development Government Departments Closing in 0 days TDR #28716972

Retro Of Dtw Sch At Debendra P, Maniya P, Silachari-Ii, Netaji Palli, Abhi Kr. Roaja Psh Imp. Of 5Nos Dtw Sch At Diff Lctn By Extn Of P.Line, Prvdng, Fitng, Fixing P.Motor, Elect Acces Inc Other Allied Wrks Etc.Undr Dws Sd, Kbk Drng The

Issued by Government Departments · KARBOOK, Tripura
Tender Value
47.92 Lakhs
Estimated cost
Bid Submission
23 Aug 2021
0 days left
EMD
47930
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
KARBOOK → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Retro Of Dtw Sch At Debendra P, Maniya P, Silachari-Ii, Netaji Palli, Abhi Kr. Roaja Psh Imp. Of 5Nos Dtw Sch At Diff Lctn By Extn Of P.Line, Prvdng, Fitng, Fixing P.Motor, Elect Acces Inc Other Allied Wrks Etc.Undr Dws Sd, Kbk Drng The Yr 20-21. Retro Of Dtw Sch At Debendra P, Maniya P, Silachari-Ii, Netaji Palli, Abhi Kr. Roaja Psh Imp. Of 5Nos Dtw Sch At Diff Lctn By Extn Of P.Line, Prvdng, Fitng, Fixing P.Motor, Elect Acces Inc Other Allied Wrks Etc.Undr Dws Sd, Kbk Drng The Yr 20-21.

BOQ

Name of Work :-Retrofitting ofDTW Scheme at Debendra Para, Maniya para, Silachari-II, Netaji Palli and Abhi Kr. Roaja Para under Silachari R.D. Block/ SH:- Imp. and upgradation of 5(Five) nosDTW Scheme at different location by extension of pipeline, providing and fitting fixing new pump motor , fitting fixing of electrical accessories in/c other allied works etc.underDWS Sub-Division , Karbook during the year 2020-21.
Sl. No. Item Description
1Excavating trenches of required width for pipes,cables, etc. including excavation for sockets, dressing of sides where required, rammingof bottoms, depth up to 1500 mm (slope-1 in 200) including getting out the excavated soil and bacfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc and disposing of surplus excavated soil with all required leads as per chapter-2 of CPWD specification and direction of the Er-in-charge. A. For UPVC pipes in new Work : (a) In all kinds of soil i) For pipes not exceeding 90 mm dia.
2ii)For pipes exceeding 90 mm dia. but not exceeding 300 mm dia.
3Providing, fixing and laying rigid UPVC pipes cinforming to IS: 4985 jointing with couplers, of same class conforming to IS: 10124 Pt- II ) solvent cement conforming to IS: 14182 including testing of joints complete( but excluding thecost of specials like bends, tees, etc which will paid separately) as per CPWD specification and direction of the Engineer-in charge.....A) Class-3( Working pressure 6.0kg/cm2 ).i) 90 mm dia
4ii) 110 mm dia.
5iii) 140 mm dia
6Providing and laying of flexible PVC pipeconforming to IS: 7634 ) complete as per specification and direction of the including testing of joints complete as per CPWD specification and direction of the Engineer-in charge(cost of earth work and fittings will be paid separately). i) 15 mm dia
7ii) 32 mm dia
8Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS:10124(part 8/9/10/11/12/13) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in charge. i) 90 mm dia
9i) 110 mm dia
10i) 140 mm dia
11Providing, fixing and laying fabricated UPVC socket/ coupler conforming to IS:10124(part 2) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in charge. i) 90 mm dia
12i) 110 mm dia
13i) 140 mm dia
14Providing, fixing and laying fabricated UPVC end cap conforming to IS:10124(part 4) with solvent cement conforming to IS: 14182 including testing of joints complete as perCPWD specification and direction of the Engg-in charge.i) 90 mm dia
15i) 110 mm dia
16i) 140 mm dia
17Providing, fixing and laying fabricated UPVC equal tee conforming to IS:10124(part 5) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in-charge. i) 90 x 90 mm dia
18i) 110 x 110 mm dia
19i) 140 x 140 mm dia
20Providing, fixing and laying fabricated UPVC straight reducer conforming to IS:10124(part 3) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in charge. i) 110 x 90 mm dia
21i) 140 x 110 mm dia
22i) 160 x 140 mm dia
23Providing, fixing and laying flanged fabricated UPVC tailpiece with MS flange ( 8mm thiak) conforming to IS:10124 (part 6) with solvent cement conforming to IS: 14182 including testing of joints complete as per CPWD specification and direction of the Engg-in-charge. i) 90 mm dia
24i) 110 mm dia
25i) 140 mm dia
26Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per chapter 20 of CPWD specification and direction of the Engineer-in-charge. i) By manual meansnt mortar 1:4 ( 1 cement : 4 fine sand ).
27Providing and fixing G.I. pipes of medium class as per IS: 1239 with latest amendment complete with G.I. fittings and clamps including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer-in-charge.A) External work(i ) 40 mm dia. nominal bore
28(i ) 15 mm dia. nominal bore
29Providing and fixing brass ferrule with CI cover conforming to IS: 2692 in/c boring and tapping the main as per CPWD specification and direction of the Er-in-charge. i) 15 mmnominal bore
30Providing and fitting fixing PVC/plastic bib cock conforming to IS:9763 in hydrants points at different locations as per CPWD specification and direction of the Er-in-charge. i) 15 mmdia plastic bib cock.
31Providing and fitting fixing G.I. Nipple as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia 75mm long.
32Providing and fitting fixing G.I. bend/elbow in the pipe line incliding testing of joints complete as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia.
33Providing and fitting fixing G.I. socket as per CPWD specification and direction of the Er-in-charge.i) 15 mm dia.
34Providing and fitting fixing G.I. union as per CPWD specification and direction of the Er-in-charge. i) 15 mm dia.
35Providing and fitting fixing G.I. union as per CPWD specification and direction of the Er-in-charge. i) 32 mm dia.
36Charges for repairing of leakage in UPVC / HDPE pipe linewith PVC coupler & solvent cement etc. including necessary earth excavation, backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification & direction of the Engineer-incharge.i) 90 mm dia
37i) 110 mm dia
38i) 140 mm dia
39Providing and fixing C.I. sluice valves(with cap) complete with bolts, nuts, rubber insertions etc.(the tail pieces if required will be paid separately) as per CPWD specification and direction of the Engg in-charge.i) 100 mm dia (PN- 1.0)
40ii) 125 mm dia (PN- 1.0)
41ii) 150 mm dia (PN- 1.0)
42Providing and fixing DI specials as per chapter 20 of CPWDspecification and direction of the Engg-in-charge….. i) Upto 300 mm dia.A) D.I. all socketed teei) 150 x 150 x 100 mm dia.
43150 x 150 x 150 mm dia.
44C) D.I. Flanged Spcketed tail piece.i) 150 mm dia.
45C) D.I. Flanged Spigotted tail piece.i) 150 mm dia.
46D) D.I. all Socketed Bend 45 degree.i) 150 mm dia.
47Providing and fixing C.I.non-return valve of approed quality as perCPWDspecification and direction of the Engineer-in-charge. i)100 mm nominal bore
48Earth work in excavation by mechanical means(Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. - All kinds of soil(Sluice valve chamber
49Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
50Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering :- All work upto plinth level i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size)
51First class brick work in foundation and plinth including cost of all materials as required complete:- i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
5212 mm cement plaster of mix.i) In cement mortar 1 : 4 (1 cement : 4 fine sand )
53Neat cement punning
54Charges for dismantling PVC/ HDPE pipe after necessary excavation of earth including washing and stacking of pipes properly at site with all leads and lifts and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. complete as per specification and direction of the Engineer.-in charge.i) 90 mm dia
55i) 110 mm dia
56i) 140 mm dia
57Clearing of deposited iron inside of laid PVC pipe line ( 90/110/140 mm dia ) in/c. excavating trenches for 100 mtr laid pipeline of required width and depth after 20 mtr distance and 3 mtr. long in every 100 mtr. clearing through UPVC coil pipe and laying the same with necessary coupler and solvent cement ( solvent cement, coupler etc. will be issued by theDepartment at free of cost).
58Clearing of deposited iron inside of laying of C.I. pipe line in different dia( 80 / 100/125/150 mm dia. ) and dismantaling old C.I. pipe in/c trenching, refilling etc. for 100 mtr.Lead pipe line of required width and depth cutting earth in 25 mtr distance and 12.00 mtr long in each i.e. 36 mtr trenches cutting for every 100 mtr pipe iron through UPVC coil pipe after clearing, washing, laying the same with rubber gasket, pipe lead joints as per direction of the Engineer-in-charge 9 pig lead will be issued by the dept. at free of cost and rubber gasket and T & P will be arrange by the agency).
59Providing & fitting fixing of 7500 GPH capacity & 10 HP, 76mtr Head minimum 3 star rating water lubricated submersible pump motor set of maximum 150/200mm outlet dia with maximum 7(Seven) stages coupled with reqd water & non over loading submersible pump & motor suitable for 340-440 volts, 3ph, 50Hz, AC supply and star delta method of starting along with35 mtr 1 x 2 x 3 x10 sqm jointless pvc 3core double lengthflat cable(continous length) of suitable size fitted with submersible motor, suction case, stainer,coupling key, vertical non return valve cum discharge casein/cl supplying 10 nos suitableguard with clips & nuts & bolts ,2 (Two) pair M S Clampin/cl installation submersible pump motor upto the depth of 100 ft by GI Pipe(conforming to IS:1239 medium class as per direction of Er-in-charge conforming to terms & conditionof the contract ( Each pump with motor shall consist of stainless closed type impeller, CI Bowl, CI Discharge case, pump shaft(stainless steel), Bush(Bronze),shaft sleeve(Bronze/cromium), sand Guard widening, motor,stator,counter thrust plate,thrust plate,thrust bearing sagmentetc conforming to relevent BIS Codes.(G.I Flange,GI Column pipe will be issued by the Department at freeof cost).
60Providing & fabrication of column pipe includingfitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk).i) For 80 mm dia G.I. pipe with 10 mm thick GI flang
61i) For 100 mm dia G.I. pipe with 10 mm thick GI flange
62Providing and fitting fixing of moving iron type, range 0 - 100 /0-200 amps, 96mm x96 mm size AC Amps meter direct reading type (L&T/AE make) with selector switch and CT coil as a electrical instrument of the panel board as per specification anddirection of the Er-in-charge.
63Providing and fitting fixing of moving iron type, range 0 - 500 V, 96 mmx96 mm size AC Volt meter (L&T/AE make) with selector switch as a electrical instrument of the panel board as per specification anddirection of the Er-in-charge.
64Providing and fitting fixing of steel sheet enclosed switch fuse unit( suitable for DIN fuses), tripple pole with neutral link(TPN), 415/500 volt, L&T/Havels/BCH make etc complete as per specification anddirection of the Er-in-charge. i) 100 amps
65Providing and fitting fixing of Fully Automatic star Delta type Motor Starter(3 ph. 50Hz, 415V, ) in steel sheet enclosure with Contractor and Timers etc complete suitable for submerssible pump, L&T,BCH,ABB makeas per specification anddirection of the Er-in-charge.i) 25 HP/18.5 kw Relay range within 13-21 + 10%
66Providing and fitting fixing of Moulded Case Circuit Breaker(MCCB) of different Thermal release range415 + volt, 50 Hz ( L&T,BCH, ABB make ) as per specification anddirection of the Er-in-charge.i)50 - 60 Amps
67Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS: 694 for inter connection with all electrical equipments of the pannel boardas per specification anddirection of the Engineer-in-charge. i) 16 sqmm
68Providing and fitting fixing of 6 feet x 4 feet x 1 inch( thickness) Gamair wood/ ply wood panel board for fitting fixing of electrical items, in/c 2 nos. MS angle post( size 2 inch x 2 inch x 9 feet), nuts & bolts etc for errection of the same by 1:1.5:3 cement conrete casting(1 feet x 1 feet x 2 feet) below the ground level and paintint two or more coats and plastic paintas per specification anddirection of the Er-in-charge.
69Providing and fitting fixing single phasing preventor +selectable under voltage +selectable over voltage on delay 5 sec. & off delay 15 sec phase asymmetry 10% L & T/ BCH/HAVELS/SIEMENS etc. make complete as per specification and direction of the Engineer-in-charge.
70Providing and fitting fixing 3 phase indicating lamp fitted with panel board with different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.
71Supplying ISI marked/ Taparia make tools for water scheme. i)Sly wrenches (12”)
72iv) Screw Driver (Star shape)
73iii) Pliers
74ii)Pipe wrench (18”)
75Supplying of armed plastic chair (Supreme make).

AI Tender Summary

OUR REF NO 28716972
AUTHORITY Government Departments
TENDER VALUE 47.92 Lakhs
LAST DATE 23-08-2021
Authority
Authority Name Public Works Department
Work Description Retro Of Dtw Sch At Debendra P, Maniya P, Silachari-Ii, Netaji Palli, Abhi Kr. Roaja Psh Imp. Of 5Nos Dtw Sch At Diff Lctn By Extn Of P.Line, Prvdng, Fitng, Fixing P.Motor, Elect Acces Inc Other Allied Wrks Etc.Undr Dws Sd, Kbk Drng The Yr 20-21. Retro Of Dtw Sch At Debendra P, Maniya P, Silachari-Ii, Netaji Palli, Abhi Kr. Roaja Psh Imp. Of 5Nos Dtw Sch At Diff Lctn By Extn Of P.Line, Prvdng, Fitng, Fixing P.Motor, Elect Acces Inc Other Allied Wrks Etc.Undr Dws Sd, Kbk Drng The Yr 20-21.
Basic Detail
Tender No DNIeT. No. 200/EE/DWS/DIVN/UDP/2021-22.
Bidding Type Tender
Location
City KARBOOK
State Tripura
Key Dates
Publish Date 02 Aug 2021
Submission Date 23 Aug 2021
Open Date 23 Aug 2021
Finance
Tender Value 47.92 Lakhs
Tender Fee 1000
EMD 47930
Exemption Not Available
Document List
201aebb8-f5eb-478f-9379-ba102cf187d2.html
200_DNIeT_retro_KBK.pdf
Annex_200.pdf
BOQ_21785.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 02, 2021
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 23, 2021
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 23, 2021

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

201aebb8-f5eb-478f-9379-ba102cf187d2.html

pdf

200_DNIeT_retro_KBK.pdf

pdf

Annex_200.pdf

xls

BOQ_21785.xls

pdf

Tendernotice_1.pdf

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