Tender For Construction Of C.D At Km. 7.950, 8.310, 10.550 And 12.710 Of Kalikapur Distributory. (Ex. From Km. 30.21 Of Irmc.)
Tender Value
7.19 Crore
Estimated cost
Bid Submission
07 Aug 2023
0 days left
EMD
7.19 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
potka → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of C.D At Km. 7.950, 8.310, 10.550 And 12.710 Of Kalikapur Distributory. (Ex. From Km. 30.21 Of Irmc.)
BOQ
| Sl. No. | Item Description |
| 1 | 1 (a) Earth work in excavation of foundation trenches in ordinary soil(vide classification of soil item-A)and soil 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 of tree or shrubs etc all complete as per specification of E/I. (7.1.27) (WRD SOR ) |
| 2 | 1(b) E/W in Excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) vide type of soil item -C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintanannce of haul road all complete as per specification and direction of E/I. (7.1.43.6) (WRD SOR ) |
| 3 | 1(c) E/W in excavation in canal by the hydraulic excavator (rock breaker) as per designed section in soft rock ( where blasting is prohibited) vide type of soil item -c with disposal of spoil upto 500m with all lifts by tipper construction and maintanannce of hual road all complete as per specification and direction of E/I.(7.1.43.8) |
| 4 | Earthwork in lip cutting in side slopes and bed of canals in ordinary soil with initial lead of 30 M and lift of 1.5M. Including the cost of formation of sub grade of canal lining, profiling, levelling controling of slopes and fine dressing with disposal of excavated earth and nominal dewatering, if any all complete as per approved design, specification and direction of E/I.(7.1.21)(WRD SOR ) |
| 5 | (i) Providing and placing sand filter free from clay and other organic materials (F.M. 2.5 to 3.0) in slope and bed of the canal, below lining including the cost of watering, compaction, royalty and other taxes as per specification and direction of E/I.(where depth of canal cutting is more than 6m [20ft]). (7.2.8) ( WRD SOR ) |
| 6 | (ii) Providing coarse clean local sand in filling in foundation treaches including ramming , watering, royalty and all other taxes complete job as per specification and direction of E/I. (7.1.37) ( WRD SOR ) |
| 7 | Providing and laying P.C.C M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structure with approved quality of 40mm 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 including necessary tools and plants,vibrating, curing riyalty and all taxes etc. excluding cost of from work as well reinforcement,its cutting bending and placing complete job as per specification and direction of E/I. (7.3.3) -Refered to R.C.DItem :-Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed,placed in foundation and compacted by vibration including curing for 14 days.(RCD 12.4) |
| 8 | Providing and laying P.C.C. orR.C.C. M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 40 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 screenedincluding necessary tools and plants, vibrating, curing royalty and all taxes etc., excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.2) - Refered to R.C.D Item :- Plain cement concretein open foundation complete as per drwaing and technical specification.PCC M15 (RCD 12.08 A.case-ii) |
| 9 | Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.PCC Grade M15.{(RCD SOR - 13.05.A.(P)} |
| 10 | Plain/Reinforcement cement concrete in sub- structure complete as per drawing and Technical Specification PCC Grade M20(item no. 13.5 E,P) |
| 11 | Plain / Reinforcement cement concrete in sub - structure complete as per drawing and technical specification (13.5 c) - RCC Grade M25 ( wearing coat ) |
| 12 | Providing and laying P.C.C or R.C.C M-200 with nominal mix of (1:1.5:3) in foundation of various components of canal or embankment structure with approved quality of 40mm graded coarse aggregate of required grade ( as per design ) and approved quality of sand of requisite F.M. ( 2.5 to 3.00) washed and screened including necessary tools and plants, viberating , curing royalty and all taxes etc. excluding cost of form work as well reinforcement , its cutting, bending, bindingand placing complete job as per specification and direction of E/I. ( 7.3.5 ) - Refered to RCD SOR Item :- R.C.C Grade M20 using batching plant, transit mixture and manual placing . ( C. Case II ) |
| 13 | Providing 100mm thick P.C.C. lining in M- 150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joined including cost of form work and its removal curing, roylty and all other taxes, complete job as per specification and direction of E/I. (7.2.19.1){ WRD SOR ) |
| 14 | (i) Providing and laying P.C.C M-200 (1:1.5:3) 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 reqisite F.M (2.5 to 3.0) washed and screened including necessary tools and plants,vibrating, curing , royalty and all taxes etc. excluding bending, binding and placing complete job as per specification and direction of E/I. (7.3.15 ) - Refered to RCDItem :- R.C.C Grade M20 using batching plant, transit mixture and manual placing . ( C. Case II ) |
| 15 | Providing and laying P.C.C or R.C.C M250 with nominal mixof (1:1:2) in superstructure 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 3.00) washed and screened including necessary tools and plants, vibrating, curing,royalty and all taxes etc. excluding cost of centering and shuttering as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. (7.3.11) |
| 16 | Providing supplying and laying good quality stone metal filter (20mm to 63mm size) well graded as per design for lined canal drains including hand packed etc. into the rock toe , heel trenches , toe drain as per design and drawing including cost of materials royalty all taxes etc. but excluding cost of carriage all complete as per specification and direction of E/I. ( 7.2.2+5.6.3) |
| 17 | supplying and laying sand filter blanketing in horizintal portion of the dam as per disign and drawing with watering compaction including the cost of sand royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. (5.6.1) |
| 18 | Providing and laying dry pitching with precast concrete block 600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded course aggregate of required grade (as per design and approved quality of sand of required F.M (2.5-3.00) washed and screened including necessary form work , tools and plants, vivrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/I. (7.3.17) |
| 19 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. (7.8.6)/6.9/6.7.6 |
| 20 | Earth work in filling foundation trenches or back filling of structuresin layers not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5Mcomplete job, as per specification and direction of E/I. (7.1.31){ WRD SOR } |
| 21 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. (7.8.3){ WRD SOR } |
| 22 | Supplying and labour charge for laying and fixing LDPE film below bed and curvature including carriage upto work site all complete as per specification and direction of E/I (approved rate) |
| 23 | Supplying , laying and fixing of laminated bituminous Hassian cloth for canal lining work in slope above the curvature of lining including all taxesd and carriage to work site as per specification by E/I. (0.3kg / M2 Cot.) (S/R item no. 81, page 60) |
| 24 | Supply, fitting and fixing of rubber seal (Water stop) of approved quality for construction joints complete job as per specification and direction of E/I. (7.8.2) |
| 25 | 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 breakig clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I. (As per TEC letter No. 587 Dated 22-09-06) with lead beyond 150m but upto 500m. (7.1.26.1 ) (WRD SOR ) |
| 26 | 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 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 of E/I ( Mode of measurement - sectional measurement of compacted earth ).(7.1.39) ( WRD SOR ) |
| 27 | Supplying and labour charge for laying of Stone boulders of size 300mm in bed and side slopes as per approved drawings including all taxes and as per the specifications and directions of Engineer in charge. (M-018 + 7.7.18) |
| 28 | Supplying fitting and placing HYSD Bar reinforcement in Foundation complete as per drawing and direction of E/I.(RCD PART-A- 12.42) |
| 29 | Supplying fitting and placing HYSD Bar reinforcement in Substructure complete as per drawing and direction of E/I.(RCD PART-A- 13.06) |
| 30 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. (7.3.18) (WRD SOR ) |
| 31 | Carriage of material loading,unloading and stacking for km7.950& 8.310 |
| 32 | Cement |
| 33 | Sand |
| 34 | Stone Chips |
| 35 | Stone Metal |
| 36 | Stone boulders |
| 37 | Steel |
| 38 | Carriage of material loading,unloading and stackingfor km 10.550 & 12.710 |
| 39 | Cement |
| 40 | Sand |
| 41 | Stone Chips |
| 42 | Stone Metal |
| 43 | Stone Boulder |
| 44 | Steel |
| 45 | Add GST @18% |
| 46 | Add Labour Cess @1% |
AI Tender Summary
Tender Timeline
Jul 17, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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