Providing Fhtc For Various Schemes Under Burmapapri Section In Tehsil Nahan C / O Storage Tank 23000 Ltrs Capacity And Laying And Jointing Of House Hold Connection And Improvement Of Gi Pipes ) Under Jjm
Tender Value
22.85 Lakhs
Estimated cost
Bid Submission
16 Sep 2021
0 days left
EMD
42000
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Nahan → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Fhtc For Various Schemes Under Burmapapri Section In Tehsil Nahan C / O Storage Tank 23000 Ltrs Capacity And Laying And Jointing Of House Hold Connection And Improvement Of Gi Pipes ) Under Jjm
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation & plinth in earth work in all kinds of soil containingspade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required intoplinth side ofwatering and then disposing of all surplus excavated earth with in all leads, lifts foundation etc. consolidating each deposited layer by ramming andcomplete in all respects and as directed by the Engineer Incharge in all kinds of soil in Pick work & jumper work 50% each. |
| 2 | Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 40mm nominal size) and curing complete excludingcost of form work in foundation and plinth in all height and depth includingall leads, lifts and carriage of material at site and as directed by theEngineer Incharge. |
| 3 | Providing and laying cement concreteM30 but not less than 1:1 ½:3(1cement:1½app. sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at siteand as directed by the Engineer Incharge.. |
| 4 | Providing and laying cement concreteM30 but not less than1:1 ½:3(1cement:1½app. sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage ofmaterial at site and as directed by the Engineer Incharge.. |
| 5 | Providing and laying reinforced cement concrete work 1:2:4(1cement:2 pp.sand:4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost ofform work and reinforcement for RCCwork in suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers andcantilevers upto floor two level in all height and depth, including all leads, lifts andcarriage of material at site and as directed by the Engineer Incharge. |
| 6 | Providing form work with steel plates 3.15mm thick welded with angle ironin frame 30X30X5mm . So as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforcedconcrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 7 | a)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness. |
| 8 | b)Vertical surfaces such as walls (any thickness) partitions and the like includingattached pillasters, buttresses,plinth and string sources and the like. |
| 9 | Providing tor steel reinforcement for RCC work including banding, binding andplacing in polsition complete upto floor two lelvel including all leads, and carriage ofmaterial at site and as directed by the Engineer Incharge.including cost of binding wires. |
| 10 | Supplying and fixing MS( man holes cover )with locking arrangementfor frame of internal dimension455x610 mm rectangularMScover ( light duty) single seatthe weight of coverto be not less 23 KG,(weight more than 23 kg will not be paid. Weight less than 23 Kg will not be accepted) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 11 | Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum,Shingles, Conglomerate saturated soil decomposed orsoft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed andreturning the stacked soil into foundation and trenches etc. including ramming andconsolidating the same whereever required with all leads, lifts and includingjungle clearance and as per the direction of the Engineer Incharge. |
| 12 | Laying and jointing in trenchesgalvanised mild steel tube (light grade) including tube fittingsuch as bend, tee, reducer, socket and union etc . (earthwork to bemeasured and paid for seperately) including all leads, lifts andcarriage of material at site and as directed by the Engineer Incharge. |
| 13 | GMS pipe 15mm dia (L) |
| 14 | GMS pipe32mm dia (L) |
| 15 | Manufacturing & supplying of G.I. pipes manifold distributor vertical with 65 mm dia (G.I. Pipe will be issued by the department free of cost) by cutting and welding the distributor shall be 50 cmlong having4 no\"s 15 cm diab connection at the top with 10\" long nipple of 15 mmdia G.I. pipes both side& providing elbow 15 mm dia and 25 mm dia to 32 mm dia bottom inlet by properly pluging at the top with G.I. socket and with MS sheet 3.15 mm thick at the bottom as per direction of the Engineer-in -charge at the site of work. |
| 16 | P/F G.I. Nipple 4\" long 15mm dia(superior quality) ofapprovedmake and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 17 | Providing and fixingbrass bib tapofapprovedmake and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 18 | 15mm dia |
AI Tender Summary
Tender Timeline
Sep 08, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 16, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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