Construction Of Series Of Check Dam At Jamuasol Joriya Under Block - Sarath, Dist - Deoghar
Tender Value
2 Crore
Estimated cost
Bid Submission
17 Oct 2022
0 days left
EMD
4.01 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
sarath → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Series Of Check Dam At Jamuasol Joriya Under Block - Sarath, Dist - Deoghar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Oct-2022 | Estimated Cost Changes | Fee | 17-Oct-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches of toe wall,spillway,head regulator,out lets,intake wells etc, as per designed section in all kinds of soilincluding moorum soil,soil mixed with kankkar,pebbles and boulder up to 300mm size and disposal of the same beyond 50M away from the edge of the trench with initial lead of 150M initial lift of 1.5M as per specification and direction of E/I.(5.1.14.1) Part-B WRD. |
| 2 | Earth work in excavation of foundation trenches of toe wall,spillway,head regulator,out lets,intake wells etc, as per designed section in ordinary rock or soft rock (where blasting is not needed)(vide classification of soil item C) with disposal of the same beyond 50M away from the edge of the trench with initial lead of 150M initial lift of 1.5M as per specification and direction of E/I.(5.1.15.2) Part-B WRD. |
| 3 | Providing and laying P.C.C. or R.C.C.M-150 with nominal mix of (1:2:4) in various components of barrage foundation with approved quality of 20mm. 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 binding and placing but including necessary tools and plants, vibrating, curing, royalty and all taxes etc. complete job as per specification and direction of E/I.Old SOR(7.2 A page 47 Corrigendum Part-A)New SOR-(Item No.-5.3.1.2,Page-106 BCD part-B) |
| 4 | Providing rough dressed random rubble stone masonary 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 ,raking out joints to 20 mm depth , curing , taxes and royality all complete as per building specification and direction of E/I.(part A 5.2.28, S.no. 4.28) |
| 5 | Providing random rubble stone masonary 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 of materials,scaffolding ,raking out joints to 20 mm depth , curing , taxes and royality all complete as per building specification and direction of E/I.((Refers.no. 4.31,item no 5.2.31, s.no. 4.31, Part A, P-204) |
| 6 | Providing and laying in position Cement conc. Of specified grade excluding the cost of Centuring, Shuttering, finishing and reinforcement -All work up to plinth level - RCC M-20 with nominal mix1:1.5:3 (1 Cement : 1.5Course Sand (Zone- iii) : 3 graded stone aggregate 20 mm nominal Size)all . complete job as per building specification and direction of E/I. BCD Item - 5.3.9.1, Page No. 107 |
| 7 | Providing 25mm thick cement plaster (1:4) with clean coarse sand ofF.M. 1.5Washed including screened ,curing with all leads and lifts of water, scaffolding, taxes and royality all complete as per building specification and direction of E/I .(Ref-S.no. 3.12, item no 5.7.12,p-200, part A) |
| 8 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and directionof E/I. (Ref. s.no.-6.9,item no-6.7.6,SL.,P-209,Part-A) |
| 9 | Supplying and laying boulder 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 carraiges all complete job as per specification and direction of E/I.(Ref Item no-5.6.4, SL No. 6.4,P-209,Part-A) |
| 10 | Providing M.S reinforcement (Tor steel) 8mm dia.rods as per approved design and drawing removal of rust,cutting bending including supplying annealed wire,placing M.S rods in position all complete job as per specification and direction of E/I.(SL.No5.5.4 ,p-119 BCD Part B) |
| 11 | Provision of dewatering with 10HP diesel pump set including P.O.L.( SL.No.10 PM-29,P-83,Part-A) =Rs.300.00 Add 10% C.P =Rs 330.00 |
| 12 | Earthwork in filling in foundation teanchesor back filling of masonary structure withsuitable earth in layers, not exceeding 150mm thick,well watered,rammed andfully compacted finely dressed with earth obtained from excavation of foundation treanches and kept at a lead of30M and initial lift of 1.5M completeas per specification and direction of E/I.(Ref.-Item no 6.1.16 Part-B WRD, P-120) |
| 13 | Providing channel 75mm X 40mm vides S/R. Page-39 Part-A =Rs.65000.00 Add 10% C.P.=Rs.71500.00 |
| 14 | Supplying 300mm dia.NP2 R.C.C Hume Pipe with Collar (Ref-Part-A,Page-83,S.No. 14)rate= Rs. 510 +10%c.p.(Rs 51)= Rs. 561/m |
| 15 | E/W Excavation of canal in ordinary soil (7.1.6 Part-B WRD, P-132). |
| 16 | Carriage of materials Cement-Lead15KM(10KM P+ 5KM k) |
| 17 | Sand-Lead10KM(7KM P+ 3KM k) |
| 18 | Chips-Lead 50KM(40KM P+ 10KM k) |
| 19 | Boulder-Lead 50KM(40KM P+ 10KM k) |
| 20 | M.S. Rod-Lead15KM(10KM P+ 5KM k) |
| 21 | Provision of GST @ 18% |
| 22 | Add 1% Labour Cess |
AI Tender Summary
Tender Timeline
Oct 11, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 17, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedOct 17, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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