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Tender For Provision Of Single Offrs Accn At Leimakhong Mil Stn., leimakhong-Manipur

Military Engineer Services-MES has published Tender For Provision Of Single Offrs Accn At Leimakhong Mil Stn.. Submission Date for this Tender is 06-07-2023. Drilling and Exploration Equipment Tenders in leimakhong Manipur. Bidders can get complete Tender details and download the document.




Tender Notice

37188785
Corrigendum : Tender For Provision Of Single Offrs Accn At Leimakhong Mil Stn.
Open Tender
Indian
Manipur
leimakhong
06-07-2023

Tender Details

Tender For Provision Of Single Offrs Accn At Leimakhong Mil Stn.-- 1 Note ( Applicable For All Parts / Items ) :-The Bidders / Contractorsare Advised To Read Tender Document, All Drawings & All Corrigendum / Amendments And General Conditions Of Contracts Before Entry / Quoting The Rates. 2 Schedule A Part - I ( Building / Structures Work ) Details Of Pre Priced Schedule Is Given In Tender Documents. 3 Schedule A Part-Ii ( Site Clearance And Development ) Details Of Prepriced Schedule Is Given In Tender Documents 4 Schedule A Part-Iii ( Roads / Path ) Details Of Prepriced Schedule Is Given In Tender Documents 5 Schedule A Part-Iv ( External Water Supply ) Details Of Prepriced Schedule Is Given In Tender Documents 6 Schedule A Part-V ( External Electric Supply ) Details Of Prepriced Schedule Is Given In Tender Documents 7 Schedule A Part-Vi ( Sewage Disposal ) Details Of Prepriced Schedule Is Given In Tender Documents 8 Schedule A Part-Vii ( Area Drainage ) Details Of Prepriced Schedule Is Given In Tender Documents 9 Schedule A Part-Viii ( Retaining Wall ) Details Of Prepriced Schedule Is Given In Tender Documents 10 Schedule A Part -Xi ( Miscellaneous Items ) Note:- This Schedule Is Not Pre-Priced By Mes And The Pre-Priced Rate Indicated As Rs 0.00 Under Col. 5 Signifies This Fact Only. 11 M & L For Drilling And Tapping Of Ci / Di Water Mains ( In Positions ) For Branch Connections Of The Internal Dia 50Mm Gi Pipes Complete All Specified And As Directed.Note: Quoted Rate Shall Deemed To Be Inclusive Of Excavation / Returning And Filling Complete All As Specified. 12 M & L Boring Of Holes Under Road, Pavement, Hard Standing By Trenchless Technology Using Ultra Sound Technique And Necessary Machinery Including Hdpe Pipe, 150Mm Bore, 0.4 Mpa Working Pressure Complete All Specified And As Directed.Note: The Horizontal Directional Drilling Machine Boring Shall Be Minimum Shot Length Of 100M Horizontal Length In A Single Span And Depth Shall Not Be Less Than 1.20M. The Unit Rate Quoted Is Deemed To Be Inclusive For Earth Work As Required At Site For Boring At Starting And Termination Ends Complete All As Directed. 13 Supply, Installed And Commissioning Cubical Type Cpri Approved Lt Feeder Pillar Of Size1200mmx1200x300mm Box Type, Outdoor Type, Dust, Vermin, Weather Proof Ip54, Of Suitable Size, Slopy Canopy, Factory Made Fully Compartmentalised Made Out Of 3.15 Mm Thick Crca Sheet Steel Duly Painting With Two Coats Of Epoxy Powder Coated Paint Over A Coat Of Primer After Undergoing A Rigerous Metal Treatment Process Involving Alkaline, Descaling In Dilute Sulphuric Acid Degreasing, Phosphatising Etc For Load And Non Load Bearing, Back Door Openable With Necessary Locking Arrangement Made Of 50 X 6Mm Ms Angle Iron Frame Work, Legs Grouted In Pcc 1:2:4, Type B–1 Using 20Mm Grade Stone Aggregate, Totally Enclosed With Aluminium Tpn Bus Bar Of 300 Amp Rated Suitable For 4 Wire , 415 V , 50Hz , 3 Ph , Duly Colour Code By Providing Pvc Sleeeves And Carry Out Internal Wiring Of Accesssories Of Suitable Size Pvc Copper Conductor And Connecting The Bus Bar To Mccb / Mcb Through Suitable Copper Conductor Cable With Thimble / Lugs Etc, And Providing Cable Gland At Cable Entry Into Panel With Following: ( A ) Aluminium Bus Bar 300 Amps Mounted On Porcelain Insulator- 01 Set ( Set Of 04 Nos. ) With Pvc Sleeve Insulationincoming : ( B ) Mccb Fp 200 Amp , 415V, 50 Hz, 35 Ka -01 No Outgoing: ( C ) Mccb Fp 160 Amp , 415V, 50 Hz, 25 Ka -02 Nos. ( D ) Mccb Fp 125 Amp , 415V, 50 Hz, 25 Ka -02 Nos. ( E ) Rcb Dp 40 Amp , Sensitivity 300Ma, 240 Volts, 50Hz Ac Supply -02 Nos. ( F ) Digital Voltmeter 0-500 Volt With Selector Switch -01 No ( G ) Digital Amp Meter 0-100 Amp With Set Of Current Transformer Of Suitable Rating And Selector Switch -01 No ( H ) Indicator Lamp ( Ryb ) Led Type - 01 Set 14 Material & Labour For Constraction Of 230Mm Thick Brick Masonary Valve Chamber Built In Cm 1:6 Of Valve Pit Of Size 900X900x 900Mm ( Internal Size ) With 100Mm Thick Foundation Using Pcc 1:4:8 Type D2 With 100Mm Offset, 15Mm Thick Plastering Internally And 15Cm Below Gl Externally In Cm 1:6, 3Mm Thick Ms Sheet Cover , Double Door Welded To 50Mmx50mmx6mm Ms Angle Iron Fram Fixed With Hold Fasts In Pcc 1:2:4 Tyupe B1 Coping 50Mm Thick, 20Mmx6mm Flat Iron Hinges With Loocking Arrangement Including Lock 65Mm Brass And Keys, Ms Handies And Applying One Coat Of Red Oxide Primer And Two Coats Of Synthetic Enamel Paint To All Steel Surfaces Including Excavation & Earth Work In Any Type Of Soil / Rock And Disposal Of Surplus Soil To A Distance Not Exceeding 50M Complete All As Specified And Directed.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 09-May-2023 BOQ BOQ 24-05-2023
2 09-May-2023 Date Date 24-05-2023
3 16-May-2023 Date corrigendum Date 03-06-2023
4 25-May-2023 Date Corrigendum Date 09-06-2023
5 25-May-2023 Tender documents Other 09-06-2023
6 08-Jun-2023 Corrigendium date Date 21-06-2023
7 21-Jun-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 28-06-2023
8 28-Jun-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 03-07-2023
9 03-Jul-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 06-07-2023

Key Value

Document Fees
INR 1000 /-
EMD
INR 215000.0 /-
Tender Value
INR 1.40 Crore /-

BOQ Items

Name of Work:PROVISION OF SINGLE OFFRS ACCN AT LEIMAKHONG MIL STN.
Sl. No. Item Description
1NOTE (Applicable for all parts/items):-The bidders/contractorsare advised to read tender document, all drawings & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates.
2SCHEDULE "A" Part - I (BUILDING / STRUCTURES WORK ) Details of pre priced schedule is given in tender documents.
3SCHEDULE "A" PART-II (SITE CLEARANCE AND DEVELOPMENT ) Details of prepriced Schedule is given in tender documents
4SCHEDULE "A" PART-III (ROADS/PATH ) Details of prepriced Schedule is given in tender documents
5SCHEDULE "A" PART-IV (EXTERNAL WATER SUPPLY ) Details of prepriced Schedule is given in tender documents
6SCHEDULE "A" PART-V (EXTERNAL ELECTRIC SUPPLY ) Details of prepriced Schedule is given in tender documents
7SCHEDULE "A" PART-VI (SEWAGE DISPOSAL) Details of prepriced Schedule is given in tender documents
8SCHEDULE "A" PART-VII (AREA DRAINAGE ) Details of prepriced Schedule is given in tender documents
9SCHEDULE "A" PART-VIII (RETAINING WALL) Details of prepriced Schedule is given in tender documents
10SCHEDULE "A" PART -XI (MISCELLANEOUS ITEMS)Note:- This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col." 5 " signifies this fact only.
11M & L for drilling and tapping of CI/DI water mains (in positions) for branch connections of the internal dia 50mm GI pipes complete all specified and as directed. Note: Quoted rate shall deemed to be inclusive of excavation/ returning and filling complete all as specified.
12M & L Boring of holes under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machinery including HDPE Pipe, 150mm bore, 0.4 Mpa working pressure complete all specified and as directed. Note: The horizontal directional drilling machine boring shall be minimum shot length of 100m horizontal length in a single span and depth shall not be less than 1.20m. The unit rate quoted is deemed to be inclusive for earth work as required at site for boring at starting and termination ends complete all as directed.
13Supply, installed and commissioning cubical type CPRI approved LT feeder pillar of size1200mmx1200x300mm box type, outdoor type, dust, vermin, weather proof IP54, of suitable size, slopy canopy, factory made fully compartmentalised made out of 3.15 mm thick CRCA sheet steel duly painting with two coats of epoxy powder coated paint over a coat of primer after undergoing a rigerous metal treatment process involving alkaline, descaling in dilute sulphuric acid degreasing, phosphatising etc for load and non load bearing, back door openable with necessary locking arrangement made of 50 x 6mm MS angle iron frame work, legs grouted in PCC 1:2:4, Type B–1 using 20mm grade stone aggregate,totally enclosed with aluminium TPN bus bar of 300 Amp rated suitable for 4 wire ,415 v ,50Hz ,3 ph ,duly colour code by providing PVC sleeeves and carry out internal wiring of accesssories of suitable size pvc copper conductor and connecting the bus bar to MCCB /MCB through suitable copper conductor cable with thimble /lugs etc, and providing cable gland at cable entry into panel with following: (a) Aluminium Bus Bar 300 Amps mounted on porcelain insulator- 01 Set (Set of 04 Nos.) with PVC sleeve insulation INCOMING : (b) MCCB FP 200 Amp ,415v,50 HZ,35 KA -01 No OUTGOING: (c) MCCB FP 160 Amp ,415v,50 HZ,25 KA -02 Nos. (d) MCCB FP 125 Amp ,415v,50 HZ,25 KA -02 Nos. (e) RCB DP 40 Amp ,sensitivity 300mA, 240 Volts, 50Hz AC supply -02 Nos. (f) Digital voltmeter 0-500 volt with selector switch -01 No (g) Digital amp meter 0-100 Amp with set of current transformer of suitable rating and selector switch -01 No (h) Indicator lamp (RYB) LED type - 01 set
14Material & labour for constraction of 230mm thick brick masonary valve chamber built in CM 1:6 of valve pit of size 900x900x 900mm (internal size) with 100mm thick foundation using PCC 1:4:8 type D2 with 100mm offset,15mm thick plastering internally and 15cm below GL externally in CM 1:6, 3mm thick MS sheet cover ,double door welded to 50mmx50mmx6mm MS angle iron fram fixed with hold fasts in PCC 1:2:4 tyupe B1 coping 50mm thick, 20mmx6mm flat iron hinges with loocking arrangement including lock 65mm brass and keys, MS handies and applying one coat of red oxide primer and two coats of synthetic enamel paint to all steel surfaces including excavation & earth work in any type of soil / rock and disposal of surplus soil to a distance not exceeding 50m complete all as specified and directed.
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