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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC decision |
| 2 | L2₹2.0 CrRejected-Finance | ₹2.0 Cr | L2 | Rejected-Finance Decision |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
22 Dec 2025, 5:00 pmClosed
E.E, MINOR IRRIGATION DIVISION CHAIBASA
MINOR IRRIGATION DIVISION, CHAIBASA
CONSTRUCTION OF SARKARI AAD AND CANAL OVER NALA AT VILLAGE DANAULI TOLA KORLASAI IN PANCHAYAT KOTGARH UNDER BLOCK NOAMUNDI, DISTRICT-WEST SINGHBHUM, JHARKHAND
2025_WRD_107855_1
MID/CHAIBASA/F2-11/2025-26DMFT
Open Tender
Civil Works
270 days
NOAMUNDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.0 L
Yes
22 May 2026
16 Dec 2025
24 Dec 2025
16 Dec 2025
22 Dec 2025
16 Dec 2025
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I.
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 mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same ( beyond 50m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 M. all of complete as per specification and direction of E/I.
Providing and laying clean sand in filling in foundation trenches including ramming as well as royalty etc as per specification and direction of E/I.
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A PCC Grade M15
Providing and laying P.C.C. or R.C.C. M 150 with nominal mix of (1:2:4) in various components on slope 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 formwork as well of reinforcement, its cutting, bending, binding and placing but including necessary tools and plants and vibrating, curing, royalty all taxes etc. complete job as per specification and direction of E/I . (S.O.R. Item 6.3.3)
Supplying and 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.
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.
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.
Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in deck slab 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.
Providing M.S Reinforcement (tor steel) as per approved design , drawing removal of rush , curing ,bending , binding including supplying annealed wire , placing M.S rods …..do…do all complete
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 (Item No.5.3.15 WRD OR 5.5.4 BCD)
MS Steel (Gate)
Providing centring including strutting and proping etc and its removal in Deck slab as per specifications and direction of E/I.
Providing centring including strutting and proping etc and its removal in various components of canal structure or embankmentsas per specifications and direction of E/I.
Providing Centering and shuttering including strutting, proping etc.and removal of form for foundations, footings, bases of columns, etc. for mass concrete.
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.
Providing 1.5 mm cement punning including curing etc complete job as per specifications and direction of E/I.
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.
Earthwork in filling of masonry structures with suitable earth in layer not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 M and initial lift of 1.5 M complete as per specification and direction of E/I. WRD (S.O.R. Item 6.1.16)
Carriage of Materials - Cement
Stone Chips
Boulder
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Add Labour Cess @1%
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