Earth Filling Of Dam Slope And Repairing Of Catch Drain , Parapet Wall Of Sonua Dam , Repair Of Sonua Left Main Canal And P . C . C . Lining Between 0 . 6 Km To 1 . 06 Km And 6 . 0 Km . To 6 . 21 Km Under Sonua Reservoir Scheme
Tender Value
4.66 Crore
Estimated cost
Bid Submission
17 Nov 2020
0 days left
EMD
4.67 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
Earth Filling Of Dam Slope And Repairing Of Catch Drain , Parapet Wall Of Sonua Dam , Repair Of Sonua Left Main Canal And P . C . C . Lining Between 0 . 6 Km To 1 . 06 Km And 6 . 0 Km . To 6 . 21 Km Under Sonua Reservoir Scheme
BOQ
| Name of Work: Earth Filling of Dam Slope and Repairing of Catch Drain, Parapet Wall of Sonua Dam, Repair of Sonua Left Main Canal and P.C.C. Lining between 0.6 Km to 1.06 Km and 6.0 Km. to 6.21 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)(7.1.2) | 48391.2 | 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 | 51945.1 | M2 | |
| 3 | 3 | Dismentling of existing structure like culverts,bridge retaining wall and other structure comprising of stone masonary cement concrete wood work steel work including Tand P and scaffolding wherever necessary sorting the dismantling material disposal of unservice material and stacking the serviceable material with all lift and lead of 1000m(item no. 2.7 of rural develpoment deptt. technical specification clause no. 202)SOR RURAL WORK AFFAIRS | 145.11 | M3 | |
| 4 | 4 | providing and laying P.C.C or R.C.C M150 with nominal mix of ( 1:2:4) in wearing coat over deck slab with approved quality of 20mm.graded coarse aggregate of required grade (as per design) and approved quality of sand of requisite F.M.(2.5-3.0) washed and screened including necessary tools and plant ,vibrating,curing,royality and all taxes etc excluding cost of form work complete job as per specification and direction of E/I. | 488.85 | M3 | |
| 5 | 5 | Providing rough dressed random rubble stone masonary in C. M. ( 1 : 4 ) in superstructure with approved quality of courses sand of requisite F.M ( 2.5 - 3.0 ) washed and screened with racking out joint 12mm depth curing scaffolding and its removal where ever required including royality and all etc complete job as per specification & direction of E / I ( 7.4.13) | 263.84 | M3 | |
| 6 | 6 | providing and laying P.C.C or R.C.C M150 with nominalmix of ( 1:2:4) in superstructure of embankment structure with approved quality of 20mm graded coarse aggregate of required grade as per design and approved quality of sand requisite F.M.(2.5-3.0) washed and screened including necessary tools and plant , vibrating ,curing, royality and all taxes etc excluding cost of form work complete job as per specification and direction of E/I. | 17.4 | M3 | |
| 7 | 7 | providing 25mm thick cement plaster (1:4) with approved quality of sand requisite F.M.(2.5-3.0) washed and screened including necessary tools and plant ,vibrating,curing,royality and all taxes etc excluding cost of form work complete job as per specification and direction of E/I. | 543.05 | M2 | |
| 8 | 8 | providing 1.5 mm thick cement punning including curing etc.complete job as per specification and direction of E/I. | 185.25 | M2 | |
| 9 | 9 | E/W IN dam fill in semipervious or impervious zone excavating by hydraulic excavator and carriage by tipper truck making dam in proper design section including earth to be laid in layers of not more than 225 mm thick and breaking of clods to maximum 63mm cube with all lifts including construction and maintenance of haul road etc. complete job as per specification and direction of E/I. lead beyond 2 km but upto 3 km | 33015.8 | M3 | |
| 10 | 10 | E/W in dam fill by head load in semipervious or impervious soil with initial lead of 150m and initial lift of 1.5m including breaking of clods to maximum 0f 63mm cube, placing the earth in leyers not exceeding 225 mm thick etc. complete job as per specification and direction of E/I. (mode of measurement sectional measurement of compacted earth) | 23111 | M3 | |
| 11 | 11 | Providing two coat of plastic of emulsion paint of approved shade and make over old surface ........ Do...do | 340 | M2 | |
| 12 | 12 | Providing two coat of plastic of emulsion paint of approved shade and make over a coat o primer over new surface including prapairing plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty whereever required scaffolding......... Do...do | 543.05 | M2 | |
| 13 | 13 | watering and consolidation of earth laid in 150mm to 225mm layers by manual labour with C.I. Hammer to achieve minimum 85% of dry density including supply of water and necessary tools and plants with all lead and lifts all complete as per specification and direction of E/I. | 33015.8 | M3 | |
| 14 | 14 | supplying and laying 300mm thick humous layers on slope of dam with mannual compaction and turfing the surface with approved dub grass with 1 KM lead including watering and ramming till growth of the grass all complete as per specification and direction of E/I. | 42915.9 | M2 | |
| 15 | 15 | Extra for additional lead AV 5 lead Rate=5x427=2135.00 | 42915.9 | M2 | |
| 16 | 16 | 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. | 2627.52 | M3 | |
| 17 | 17 | (B) Lead beyond 500m but upto 1 km | 3981.89 | M3 | |
| 18 | 18 | 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). | 7963.77 | M3 | |
| 19 | 19 | \nEarth 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.(7.1.21)\n | 2257.3 | M3 | |
| 20 | 20 | 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.(7.1.27)\n | 413.25 | M3 | |
| 21 | 21 | 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 | 11784.2 | M2 | |
| 22 | 22 | 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. | 255.75 | M3 | |
| 23 | 23 | 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. | 902.92 | M3 | |
| 24 | 24 | 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 | 135 | NOS. | |
| 25 | 25 | Hessian cloth (0.3 kg/M2 cot.)(S.O.R. SL.NO. 67) | 9480.68 | M2 | |
| 26 | 26 | 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 | 241.2 | M3 | |
| 27 | 27 | Carriage of materials \nCement from sonua to work site, lead=13km | 620.2 | MT | |
| 28 | 28 | Sand from kuju river to work site , Lead =66km | 2667.57 | M3 | |
| 29 | 29 | Stonechips from keshargadia to work site. Lead - = 71km | 1572.95 | M3 | |
| 30 | 30 | Stone Boulder from BIKRAMPUR to work site. Lead - = 11km | 234.82 | M3 | |
| 31 | 31 | Add 12% GST Please enter total quoted amount) | 1 | Rs | |
| 32 | 32 | Add 1% labour cess (Please enter total quoted amount) | BI01010001010000000000000515BI0100001184 | 1 | Rs |
AI Tender Summary
Tender Timeline
Nov 07, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 18, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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