Construction Of Check Dam On Bhelwa Nala At Vill-Panchghara Khurd , Block-Bishrampur , Distt-Palamau
Tender Value
43.65 Lakhs
Estimated cost
Bid Submission
16 Aug 2019
0 days left
EMD
88000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
HUSSAINABAD → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Check Dam On Bhelwa Nala At Vill-Panchghara Khurd , Block-Bishrampur , Distt-Palamau
BOQ
| Name of Work : Construction of Check Dam on Bhelwa Nala at Vill-Panchghara Khurd, Block-Bishrampur, Distt-Palamau | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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 150M and initial lift of 1.5M as per specification and direction of E/I.\n(SR No. 6.1.8) | 1986.66 | P/M3 | |
| 2 | 2 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet 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 soil (beyond 50M. from the edge of the trenches) with inital lead of 150M and lift of 1.5M as per specification and direction of E/I.\n(SR No. 5.1.15.2) | 496.67 | P/M3 | |
| 3 | 3 | Providing and laying PCC or RCC 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 graded as per design and approved quality of sand of requisite FM (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. \n(SR No.-6.3.3) | 256.65 | P/M3 | |
| 4 | 4 | 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 3.0) washed and screened with raking out joints curing scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I\n(SR No.-6.4.8) | 104.57 | P/M3 | |
| 5 | 5 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3.0) washed and screened with raking out joints curing scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specification and direction of E/I\n(SR No.-6.4.11) | 214.49 | P/M3 | |
| 6 | 6 | Providing and laying PCC or RCC M-150 with nominal mix of (1:2:4) in various components of barrage superstructure with approved quality of 20mm graded coarse aggregate of required graded as per design and approved quality of sand of requisite FM (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. \n(SR No.-6.3.8) | 15.48 | P/M3 | |
| 7 | 7 | Providing and laying PCC or RCC M-200 with nominal mix of (1:1½:3) in various components of barrage superstructure with approved quality of 20mm graded coarse aggregate of required graded as per design and approved quality of sand of requisite FM (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. \n(SR No.-6.3.9) | 20.99 | P/M3 | |
| 8 | 8 | Providing TMT bar reinforcement (tor steel) as per approved design drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing MS rods in position all complete as per specification and direction of E/I. \n(SR No. 5.3.15-i) | 0.93 | P/MT | |
| 9 | 9 | Providing shuttering including strutting, proping etc. and its removal after use in foundation as per specification and direction of E/I.\n(SR No. 6.3.20) | 331.92 | P/M2 | |
| 10 | 10 | Providing 25mm thick cement plaster (1:4) with approved quality sand of equisite FM (2.5 to 3.0) washed and screened and its removal, royalty and all taxes etc. complete job as per specification and direction of E/I. \n(SR item No. 5.5.5) | 143 | P/M2 | |
| 11 | 11 | Supplying 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 carriage all complete as per specification and direction of E/I.\n(SR No. 5.6.4) | 21.6 | P/M3 | |
| 12 | 12 | Earth work in filling foundation trenches or back filling of masonry 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 complete as per specification and direction of E/I. \n(SR No. 6.1.16) | 89.58 | P/M3 | |
| 13 | 13 | Providing weep hole with dry graded stone filter of 20mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. \n(S.R No. 6.7.6) | 40 | Each | |
| 14 | 14 | Supplying of 300mm dia NP2 Hume Pipe with coller --do-do-- as per specification and direction of E/I.\n(Page No.28, S.N-M215 (V)) | 6 | P/M | |
| 15 | 15 | Labour for laying, fitting and fixing 300mm dia NP2 hume pipe with collors in line level and grade as well providing approved jointing materials and joints properly filled to make them water proof all complete as per specification and direction of E/I\n(Vide S.R. No. 7.6.1.3) | 6 | P/M | |
| 16 | 16 | Hire charge of diesel operated 5 H.P. pump for bailing out water from foundation trenches where necessary including cost of fuel, pay of operator with depreciation and major repair including profit (Pump supplied by the Agency) | 120 | P/Hr | |
| 17 | 17 | Carriage of Materials :\na) Cement - Lead 13 Km (P) + 3 Km (K) | 147.358 | P/MT | |
| 18 | 18 | b) Sand - Lead 10 Km (P) + 3 Km (K) | 263.28 | P/M3 | |
| 19 | 19 | c) Chips - Lead 20 Km (P) + 3 Km (K) | 262.28 | P/M3 | |
| 20 | 20 | d) Boulder - Lead 25 Km (P) + 3 Km (K) | 340.66 | P/M4 | |
| 21 | 21 | e) Steel - - Lead 13 Km (P) + 3 Km (K) | 0.93 | P/MT | |
| 22 | 22 | f) 300mm dia NP2 HUme Pipe - Lead 20 Km (P) + 3 Km (K) | 6 | P/M | |
| 23 | 23 | 5 H.P. Diesel Engine Portable 2600 RPM with accessories (Kirloskar) | 2 | Each | |
| 24 | 24 | 75 mm dia H.D.E.P. Pipe coupler clamp with Lashes Pressure 2.5 Kg/Cm2/Coil | 1200 | P/M | |
| 25 | 25 | 75 mm dia H.D.E.P.P.C.N. with Reducer | 2 | Each | |
| 26 | 26 | Commissioning charge of complete work at site | 2 | P/Job | |
| 27 | 27 | Carriage of materials by mechanical transport including loading, unloading & stacking at work site. | 1 | P/Day | |
| 28 | 28 | Good and Service Tax @12% | 3.85916e+06 | Rs | |
| 29 | 29 | Labour Cess @ 1% | 4.32226e+06 | Rs |
AI Tender Summary
Tender Timeline
Aug 10, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 16, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 20, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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