Construction Of Checkdam On Lupunghatu Nala Near Village Lupunghatu Under Manjhari Block Of West Singhbhum District.
Tender Value
47.86 Lakhs
Estimated cost
Bid Submission
09 Jun 2022
0 days left
EMD
95800
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
manjhari → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Checkdam On Lupunghatu Nala Near Village Lupunghatu Under Manjhari Block Of West Singhbhum District.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Jun-2022 | CORRIGENDUM | Other | 09-Jun-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Jungle clearance in borrow area, building premises, flanks andslopes on the roads, canals and embankmentby removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as perdirection of E/I. (Specification revisedin the meetting ofregional Co-ordinators held on 11.01.84 in the office of T.E.C.)(Item No.5.1.3.1) |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (Vide classification of soil item-A) and disposal of excavated earth so obtained (50M. away from the edge of the trenches) with initial lead of 150Mand initial lift of 1.5M as per specification and dir- ection of E/I. |
| 3 | Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (Vide classification of soil item-C) and disposal of excavated materials so obtained (50M. away from the edge of the trenches) with initial lead of 150M and initial lift of 1.5m as per specification and direction ofE/I. |
| 4 | Extra for earthwork in all kinds of soil for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I. 1ST Extra Lift |
| 5 | 2nd Extra Lift: |
| 6 | Extra for earthwork in rock for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.1st Extra Lift |
| 7 | 2nd Extra Lift: |
| 8 | Providing and laying P.C.C. or R.C.C.M.-150 with nominal mix of (1:2:4) in various components of dam foundation with approved quality of 20mm. graded coarse aggregate ---do--- complete job as per specification and direction of E/I. |
| 9 | Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of dam superstructure with approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened excluding cost of shuttering or form-work as well of reinforcement ,its cutting,bending, bindingand placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I.(Item No.6.3.9) |
| 10 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No.6.4.8) |
| 11 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No.6.4.11) |
| 12 | Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mmTMT Fe500 (Only valid for SAIL & TATA Steel (Item No.6.3.24(i)) (Part-A 13.6) |
| 13 | Providing 25mm thick cement plaster (1:4)with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffoldingwherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I. |
| 14 | Supplying and laying boulders in rock toe, heel trenches of the dam as per design, drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specificatins and direction of E/I.(Item No.5.6.4) |
| 15 | Earth-work 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 30m and initial lift of 1.5m cmplete as per specification and direction of E/I.(Item No.6.1.16) |
| 16 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I.(Item No.6.7.6) |
| 17 | Cost of dewatering during the construction ofweir as per specification and direction of E/I. |
| 18 | Cost of carriage of materials : (A) Cement |
| 19 | 2. Sand : |
| 20 | 3. Stone Chips : |
| 21 | 4. Boulder : |
| 22 | 5. Steel : |
| 23 | GST 12% |
| 24 | Labour Cess1% |
AI Tender Summary
Tender Timeline
Jun 04, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 09, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedJun 09, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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