Construction Of Checkdam Across Kandwa Ghat Nala Under Suriya Block
Tender Value
38.81 Lakhs
Estimated cost
Bid Submission
05 Sep 2019
0 days left
EMD
78000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Suriya → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Checkdam Across Kandwa Ghat Nala Under Suriya Block
BOQ
| Name of Work: Construction of check dam across Kanadwaghat Nala under Block - suriya, Dist. - Giridih | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Jungle clearance in borrow area , building premises,flanks and slopes of the roads,canals and embankments by removing the grass and the jungle bushes from top including weeding out shrubs,roots and levelling etc. complete as per direction of E/I. | BI01010001010000000000000515BI0100001118 | 483 | m² |
| 2 | 2 | Earth work in excavation of foundation trenches in ordinari soil (vide classification of soil item-A) and disposal of excavation 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 | 1268.57 | m³ | |
| 3 | 3 | Earth work in excavation of foundation trenches of Toe wall, Spillway, head regulator, Intake well and outlet etc.as per designed section in ordinary or soft rock (vide classification soil item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction E/I. | 543.67 | m³ | |
| 4 | 4 | Providing and laying P.C.C or R.C.C. M150 with nominal mix of (1:2:4) in various components of dam 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 including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I. | 236.7 | m³ | |
| 5 | 5 | Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in various components of dam superstructure with approved quality of 20 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 screened excluding cost of shuttering or form-work as well of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I. | 12.44 | m³ | |
| 6 | 6 | 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) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I.( | 129.44 | m³ | |
| 7 | 7 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I. | 235.78 | m³ | |
| 8 | 8 | Providing shuttering including strutting, proping etc.and its removal after use in foundation as per specifications and direction of E/I.( | 281.69 | MT | |
| 9 | 9 | Providing M.S.reinforcement (tor steel) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing M.S rods in position all complete as per specification and direction of E/I. 8mm TMT Fe500 (Only valid for SAIL & TATA Steel | 0.42 | M² | |
| 10 | 10 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I. | 225.78 | m³ | |
| 11 | 11 | Supplying and laying boulders 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 specificatins and direction of E/I. | 45 | m³ | |
| 12 | 12 | Earth-work in filling foundation trenches or back filling of masonary 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 cmplete as per specification and direction of E/I. | 399.59 | m³ | |
| 13 | 13 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I. | 32 | EAch | |
| 14 | 14 | Use Rate of diesel pump per H.P. per hour for dewatering during the construction of weir as per specification and direction of E/I. | 250 | Hour | |
| 15 | 15 | Supplying, laying, fitting and fixing 450 mm dia NP2 hume pipe with collars in level and grade as well as providing approved jointing materials and joints properly filled to make them water proof, all complete as per specifications and direction of E/I. | 5 | M | |
| 16 | 16 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item –A) and disposal of excavated earth as obtained to a distance up to 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. \n\n | 15.28 | m³ | |
| 17 | 17 | Providing coarse clean sand in filing in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/l. \n | 3 | m³ | |
| 18 | 18 | Providing designation 75B one brick flat soling joints filled \nwith local sand including cost of watering taxes and royalty all complete as per building specification and direction of E/l. ( \n\n | 22.8 | m³ | |
| 19 | 19 | Providing P.C.C.M-150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips of grade III(20mm to 6 mm size) and clean coarse sand of F.M. 2.5 to 3.00 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, \nstriking, curing, taxes and royalty all complete as per building Specification and direction of E/I (Grade -A). \n | 2.52 | m³ | |
| 20 | 20 | Providing designation 75B brickwork in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2.00 to 2.5 including providing 10 mm thick mortar joints, cost of screening,scaffolding, raking out joints to 15 mm depth,curing ,taxes and royalty\n all complete as per building specification anddirection of E/I.(Grade -A)\n | 4.54 | m³ | |
| 21 | 21 | Providing 12 mm thick cement plaster (1:4) with clean coarse sand &1.5 mm cement punning including curing, carriage of water with allleads and lifts as per specification and direction of E/I.( S.O.R. item 5.7.2+ 5.7.11)\n | 11.74 | m² | |
| 22 | 22 | 5H.P Diesel Engine portable 2600 RPM with accessories (kirloskar Make) as per direction of E/I | 2 | Each | |
| 23 | 23 | 75 mm dia HDEP Pipe coupler clamp with lashes pressure 2.5 kg/cm2 | 600 | M | |
| 24 | 24 | .Cost of carriage of materials : Cement | 141.04 | MT | |
| 25 | 25 | Sand | 270.83 | m³ | |
| 26 | 26 | Stone chips | 225.96 | m³ | |
| 27 | 27 | Stone Metal | 0.96 | m³ | |
| 28 | 28 | Boulder | 410.22 | m³ | |
| 29 | 29 | Steel | 0.42 | MT | |
| 30 | 30 | Hume pipe 450 mm dia | 5 | M | |
| 31 | 31 | Bricks | 2.57 | Th | |
| 32 | 32 | Provision of GST @ 12% | 1 | % | |
| 33 | 33 | Add 1% Labour Cess | BI01010001010000000000000515BI0100001129 | 1 | % |
AI Tender Summary
Tender Timeline
Aug 27, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 05, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 12, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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