Tender For Renovation Of Badka Bandh At Barwadih Under Block - Bagodar, Dist - Giridih
Tender Value
95.18 Lakhs
Estimated cost
Bid Submission
25 May 2023
0 days left
EMD
1.91 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
bagodar → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renovation Of Badka Bandh At Barwadih Under Block - Bagodar, Dist - Giridih
BOQ
| Sl. No. | Item Description |
| 1 | clearing grass and removal of rubbish upto a distance of 50 m outside the periphry of the area….do ….complete as per direction of E/I ( SOR Part A Ch. 2 Sl. No. 2.20 By manual means ) |
| 2 | Earthwork in stripping by hydraulic M/C in grade A & B soil including moorum soil,soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same along with all organic materials etc. do… as per specification and direction of E/I ( SOR WRD 5.1.6.1) |
| 3 | Earthwork in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar,pebbles and boulders upto 300 mm sizeand disosal of spoil uto 10 m with all lifts all comlete … do ...as per specification and direction of E/I ( SOR WRD 7.1.43.1) |
| 4 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 mm with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.( SOR WRD 7.1.43.2) |
| 5 | E/W in excavation of foundation trenches in ordinary soil ( vide classification of soil item A ) and disposal of excavated earth so obtained to a distance of 50 mand average lift of 1.50M including levelling, ramming the foundation trenches removing the roots or shrubs etc. allcomplete job as per specification and direction of E/I (WRD S.O.R Item 7.1.27) |
| 6 | Providing and laying in position cement concrete( P.C.C M100) of nominal mix of 1:3:6 (1 cement : 3 coarse sand: (zone-III ) : 6 graded stone aggregate 40 MM nominal size) exluding the cost of centering and shuttering -all work upto plinth level.(BCD SOR 5.3.1.5) |
| 7 | Providing and laying in position cement concrete( P.C.C M150) of nominal mix of 1:2:4 (1 cement:2 coarse sand: (zone-III ) :4 graded stone aggregate 20 MM nominal size) exluding the cost ofshuttering -all work upto plinth level.(BCD SOR 5.3.1.2) |
| 8 | Providing and laying in position cement concrete( P.C.C M150) of nominal mix of 1:2:4 (1 cement:2 coarse sand: (zone-III ) :4 graded stone aggregate 20 MM nominal size) in retaing walls, return walls ( any thickness) including attached pilasters, columns, piers, coping etc exluding the cost of centering and shuttering upto floor five level ( BCD SOR 5.3.2.2) |
| 9 | Providing rough dressed random rubble stone masonry in C.M(1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 TO 2.5 including cost of screening , racking out joints to 20 mm depth ,curing, taxes and royalty all complete job as per building specification and direction of E/I (Item No.5.2.28){SOR Part ACh- 4 Sl.N- 4.28} |
| 10 | Providing rough dressed random rubble stone masonry in C.M(1:4) in Superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M 2 TO 2.5 including cost of screening , racking out joints to 20 mm depth ,curing, taxes and royalty all complete job as per building specification and direction of E/I (Item No.5.2.31){SOR Part ACh- 4 Sl.N- 4.31} |
| 11 | Providing and supplying ISI mark centrifugally cast (spun) ductile Iron pipes of 100 mm and above all diameter for water works with sockets and spigot ends confirming to IS 8329/2000 in standared working lengths of 4.5, 5.5 and 6.0 M for classificationK-7 suitable for push on joints (rubber gasket D jointing) with cement mortar lining inside the pipes with outsides zinc and bituminious coating rate are ex-factory including transportation, taxes and duties contractor profit and over head charges etc. (Including cost of one No. gasket for each pipe) (common M1026) + C.P 1)300MM |
| 12 | providing double flanged sluice valve confirming for IS 2906/14846 including warn gear arrengements as per test pressure stainless steel splindle/caps etc. (common M1039, PN1) + CP 300mm |
| 13 | Supplying labours, tools and tackles, lubricant etc. for laying and jointing C.I. S/S tyton pipes (class LA) trenches supplying rubber gasket (Rubber gasket confirming to I.S.S.-5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per I.S.S. 3114-1985) as perdesign, specification and direction of E/I. DWSD 3.1.32 b 300 mm |
| 14 | Supplying labour and tools for fixing C.I. sluice valve in trenches with pair of C.I. Tail piece including making laed caulked joints and flanged joint as per I.S.S. specification including supplying all jointing material (pig lead confirming to I.S.S 782-1978, yarn confirming to I.S.S. 6587- 1972 and nuts and bolt confirming to I.S.S. 1364- 1983) including drilling holes in flanges if required as per specification and direction of E/I.DWSD 3.1.35300 mm |
| 15 | Providing and supplying isi standard di special and fitting ………..do………. As per EI. Common M1027300mm |
| 16 | Providing 25 mm thick cement plaster (1:4)with clean coarse sand ofF.M. 1.5 including screening, curing with all lead and lifts of water ,scaffolding taxes and royalty all complete job as per building specification and direction of E/I.( BCD Item No. 5.7.12)(Refer part A ch-3 item Sl.N-3.12) |
| 17 | Earthwork in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 M and initial lift of 1.5M complete as per specification and direction of E/I. WRD SOR (6.1.16) |
| 18 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials and royalty etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (ITEM NO 5.6.4)(SOR Part A Ch- 6 Sl.N 6.4) |
| 19 | Proving shuttering, including strutting, proping etc. and its removal after use in foundationwork as per specification and direction of E/I.( WRD 5.3.17) |
| 20 | Proving shuttering, including strutting, proping etc. and its removal after use in superstructure components of various portion of dam work as per specification and direction of E/I.( WRD 5.3.18) |
| 21 | Carriage of materials Cement |
| 22 | Sand |
| 23 | Stone Metal |
| 24 | Stone Chips |
| 25 | Stone Boulder |
| 26 | Provision of GST @ 12% |
| 27 | Add 1% Labour Cess |
AI Tender Summary
Tender Timeline
May 12, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMay 25, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 27, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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