Lining Of Left Main Canal At 0 . 600 To 1 . 060 Km . And 6 . 000 To 6 . 400 Km Under Sonua Reservoir Scheme .
Tender Value
2.30 Crore
Estimated cost
Bid Submission
12 Feb 2021
0 days left
EMD
4.62 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
SONUA → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Lining Of Left Main Canal At 0 . 600 To 1 . 060 Km . And 6 . 000 To 6 . 400 Km Under Sonua Reservoir Scheme .
BOQ
| Name of Work :- LINING OF LEFT MAIN CANAL AT 0.600 TO 1.060 KM. AND 6.000 TO 6.400 KM UNDER SONUA RESERVOIR SCHEME. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Jungle clearance in borrow area , building premises, flanks and slopes of the road, canal and embankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc complete as per direction of E/I. ( specification is revised by central schedule rate committee in the meeting held on 11.01.84 in the office of engineer in chief , technical examination cell , Patna) | 6918 | M2 | |
| 2 | 2 | Preparation of seat of embankment or canal by 75 mm ploughing and removing the grass root etc. as per specification and direction of E/I | 11530 | M2 | |
| 3 | 3 | E/W in flood embankment, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (A) Lead beyond 150m but upto 500m. | 2896.26 | M3 | |
| 4 | 4 | (B) Lead beyond 500m but upto 1 km | 5255.7 | M3 | |
| 5 | 5 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density, including sprinkling the required quantity of water, making arrangement for supply and required quantity of water, making arrangement for supply and carriage of water with all leads and lifts, finishing the surface as per plan and drawing, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurement-sectional measurement of compacted earth). | 10511.4 | M3 | |
| 6 | 6 | Earth work in lip cutting in side slope and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M including the cost of formation of subgrade of canal lining,prifiling,levelling,controlling,of slope and fine dressing of disposal of excavated earth and nominal dewatering if any all complete as per approved design ,specification and direction of E/I.\n | 2882.5 | M3 | |
| 7 | 7 | Earth work in excavation of foundation trenches in ordinary soil (vide classification soil item A) and disposal of excavated earth so obtained to a distance upto 50m and average lift of 1.5m including levelling ,ramming,the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I.\n | 488.13 | M3 | |
| 8 | 8 | Providing compacted 150mm thick sand filter of required F.M. as per design on side slope and in bed of canal with coarse sand ,including cost of water ,ramming ,levelling, and dressing etc. all complete as per specification and direction of E/I.\n | 13418 | M2 | |
| 9 | 9 | Providing P.C.C.M-150 with nominal mix of (1:2:4) with approved quality of graded stone chips (20mm and down) and coarse granular sand of requisite F.M. (2.5 to 3.0) in lug slab cross and longitudinal sleepers for lining of canals including cost of form work and its removal, curing, royalty and all other taxes etc.all complete job as per specification and direction of E/I. | 321.04 | M3 | |
| 10 | 10 | Providing 100mm thick P.C.C. lining in M-150 with nominal mix of (1:2:4)with well graded stone chips (20mm & down) and coarse sand of approved quality of required F.M. (2.5-3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal ,curing,royality complete job as per specification and direction of E/I. | 1153 | M3 | |
| 11 | 11 | Providing 50mm dia non return pocket valve 15m C/C complete with bolts & nuts etc. all complete as per specification and direction of E/I.\n | 174 | NOS. | |
| 12 | 12 | Hessian cloth (0.3 kg/M2 cot.)(S.O.R. SL.NO. 67) | 12106.5 | M2 | |
| 13 | 13 | Earth work in filling foundation trenches and back filling of structure in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with suitable earth obtained from excavated of foundation trenches and placed in suitable profile within a lead of 30 M and lift of 1.5M complete job as per specification and direction of E/I.\n \n\n | 309.6 | M3 | |
| 14 | 14 | Carriage of Materials | |||
| 15 | 14.1 | Cement from sonua to work site, lead=13km | 477.59 | MT | |
| 16 | 14.2 | Sand from kuju river to work site , Lead =66km | 2676.01 | M3 | |
| 17 | 14.3 | Stonechips from keshargadia to work site. Lead = 71km | 1326.64 | M3 | |
| 18 | 15 | GST12% | 2.04081e+07 | % | |
| 19 | 16 | Labour Cess 1% | BI01010001010000000000000515BI0100001147 | 2.28571e+07 | % |
AI Tender Summary
Tender Timeline
Feb 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 12, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 13, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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