Construction Of Check Dam On Palpala Nala Near Vill. Rangamatiya Under Block Chakuliya Of East Singhbhum District
Tender Value
76.17 Lakhs
Estimated cost
Bid Submission
09 Jun 2022
0 days left
EMD
1.60 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
chakulia → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Check Dam On Palpala Nala Near Vill. Rangamatiya Under Block Chakuliya Of East Singhbhum District
BOQ
| Sl. No. | Item Description |
| 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 includingroots and levelling etc. complete as per direction of E/I. ( Specification revised in the meeting of regional coordinators held on 11.1.84 in the office of TEC)( WRD SOR .5.1.3.1)Part B - PART A - 2.3(ii)A |
| 2 | Earth work in excavation of foundation trenches of toe wall,spillway,head regulator,outlet,intake well etc.as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) within initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(Item No.5.1.8) |
| 3 | Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification soil item c) and disposal of excavated material also obtained(50m away from the edge of trenches) within intial lead of 150m and intial lift of 1.5mas per specification and directionE/I-(item no.5.1.15.2) |
| 4 | Extra for earthwork in all kinds of soil for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.6.1.18) |
| 5 | Extra for earthwork in all kinds of soil for each additional lift of 1.0 M or part thereof over the initial lift of 1.5m as per specification and direction of E/I.(Item No.6.1.20) |
| 6 | Providing and laying P.C.C. or R.C.C.M-150 with nominal mix of (1:2:4) in various components of dam foundation approved quality of 20 mm graded coarse aggregate of required grade as per design and approved quality of sand ofrequisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as 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.( Part - B Item No 5.3.6)(Part - A 12.8 A) |
| 7 | Providing and laying P.C.C. or R.C.C.M-200 with nominal mix of (1:1.5:3) in various components of dam superstructure approved quality of 40 mm graded coarse aggregate of required grade as per design and approved quality of sand ofrequisite F.M. (2.5 to 3.0) washed and screened excluding cost of shuttering or form work as well as 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.(Item No Part B 5.3.11) (Part A 14.1 A case- I (i) P) |
| 8 | 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.(Item No Part B.5.4.8) (Part A 5.2.28) |
| 9 | 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.(Item No Part B 5.4.11) (Part A 5.2.31) |
| 10 | 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. 8mmTMT Fe500 . (Item No Part - B 5.3.15(i)) (Part A 13.6) |
| 11 | 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, scaffoldingwherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I.(Item No.Part B 5.5.5) (Part A 5.7.12) |
| 12 | 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 specifications and direction of E/I.(Item No. Part B 5.6.4) (Part A 6.4) |
| 13 | 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 complete as per specification and direction of E/I.(Item No.Part B 6.1.16) |
| 14 | 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.(Item No.Part B 6.7.6)( Part A 6.9) |
| 15 | 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(S.O.R page 68 sl-47 PM-29) |
| 16 | Supplying, laying,fitting and fixing 300 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.(P - 71,M300(v)) & item no-Part B 7.6.1.3) |
| 17 | Carriage of materials |
| 18 | (i) Cement |
| 19 | (ii) Sand |
| 20 | (iii) Stone Chips |
| 21 | (iv) Stone Boulder |
| 22 | (v)M.S.Rod |
| 23 | (vi) NP2 Hume Pipe 300 mm Dia |
| 24 | Add GST @12% |
| 25 | Labour Cess 1% |
AI Tender Summary
Tender Timeline
Jun 04, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 09, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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