Tender For Construction Of Toe Wall And Stone Pitching On The Road Taking To Dirgaon Panchayat Bhawan ( Near Adiya Dham) Under Block Ghaghra,Dist-Gumla
Tender Value
71.06 Lakhs
Estimated cost
Bid Submission
25 Sep 2026
6 days left
EMD
1.42 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
Gumla → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Toe Wall And Stone Pitching On The Road Taking To Dirgaon Panchayat Bhawan ( Near Adiya Dham) Under Block Ghaghra,Dist-Gumla
BOQ
| Sl. No. | Item Description |
| 1 | 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 300mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5 m as per specification and direction of E/l.(Vide Item No. - 5.1.14.1 of WRD Part -B ,Pg No.-99) |
| 2 | Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royaltynd all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/l.(Vide Item No. - 5.6.4 of WRD Part -B ) |
| 3 | Providing and laying P.C.C or R.C.C M150 with nominal mix of (1:3:6) 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 of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibra tion, curing, royalty all taxes etc. complete job as per specification and direction of E/l.(Vide item No.- 5.3.1.4 of BCD |
| 4 | Providing and laying P.C.C. or R.C.C. M -200 with nominal mix of (1:1.5:3) in various componet of dam superstructure with approved quality of 20mm graded coarse aggregate of required graded as per design approved quality of sand of requisite F.M (2.5 to 3) 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 and vibration, cutting, royalty all taxes etc. complete job as per specification and direction of E/l.(Vide Item No.- 5.3.11 of WRD Part- B, Pg No.- 109) / Vide Item No.-5.3.9.1 of BCD, Pg.No.-107. |
| 5 | Providiag rough dressed random rubble stone masonary in CM (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 royalty etc. complete job as per specificition and direction of E/l.(Vide Item No.-5.4.8 of WRD Part- B, Pg No.- 111) /Vide Item No.- 5.2.28 of Common Part-A , Pg.No.-204 |
| 6 | Providing 25 mm 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 specification and direcition of E/l.(Vide Item No. 5.5.5 of WRD Part -B, Pg No.- 113) / V ide Item No.- 5.7.12 of Common Part-A,Pg No.-200 |
| 7 | Providing T.M.T. reinforcement (tor steel) as per approved design drawing. removal of rust,cutting, bending, binding including supplying annealed wire placing rod in position all complete job as per specification and directions of E/l.(Vide Item No.- Item No.-5.3.15(i) of WRD Part- B, Pg No.- 110) /Vide Item No.- 5.5.4 of BCD Part- B, Pg.No.-119 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (Vide Item No-5.3.17 of WRD Part-B Pg No-110) |
| 9 | Providing weep hole with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/l.(Vide Item No. 6.7.6 of WRD Part -B, Pg No.- 131 ) / Vide Item No.- 6.7.6 of Common Part-A,Sl No.- 6.9, Pg No.-209. |
| 10 | Providing and laying Non-Woven, Needle-Punched Polypropylene Geotextile filter fabric (Minimum 200 GSM) over prepared earth slopes and berms. Work includes surface preparation, laying fabric with minimum 300mm overlaps, anchoring in trenches as per drawing, and securing against displacement prior to the placement of the granular drainage blanket (Vide Item No. M1782 of BCD) |
| 11 | 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 breakingclods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 1/2 km but upto 1 km (Vide Item No.7.1.26.2 of WRD Part B) |
| 12 | Carriage of materials |
| 13 | (i) Cement – Lead 9KM(S) + 1 KM(k) |
| 14 | (ii) Sand – Lead 9 KM(S) + 1 KM(k) |
| 15 | (iii) Stone Chips – Lead 19 KM(S) + 1 KM(k) |
| 16 | (iv) Stone Boulder – Lead 19 KM(S) + 1 KM(k) |
| 17 | After adding GST @18% on total estimated value the total estimated amount is |
| 18 | Labour Cess @1% on above total estimated amount Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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