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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹17.3 LAccepted-AOC | ₹17.3 L | L2 | Accepted-AOC 2ND LOWER BID |
| 2 | Rejected-Technical AZAD NAGAR SAHEBGANJ | GODDA | JHARKHAND | 813208 | - | - | Rejected-Technical ALL DOCUMENT NOT SUBMIT |
| 3 | Rejected-Technical | - | - | Rejected-Technical ALL DOCUMENT NOT SUBMIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical ALL DOCUMENT NOT SUBMIT |
| 5 | Rejected-Technical | - | - | Rejected-Technical ALL DOCUMENT NOT SUBMIT |
Tender Value
₹24.8 L
EMD Value
₹50,000
Closing Date
13 Mar 2026, 5:00 pmClosed
OFFICE OF THE EE NREP SAHIBGANJ
OFFICE OF THE EE NREP SAHIBGANJ
Construction of P.C.C. ROAD with Culvert From Fatehpur to Pathariya BalaPokhar Village Fatehpur in Masaklaiya GP PART - A , Block - Taljhari Dist.- Sahibganj
2026_NREPS_110882_1
NREP/SBG/30/2025-26/09
Open Tender
Civil Works - Others
90 days
TALJHARI
AS PER F2
4 documents required · 4 mandatory
₹5,000
₹50,000
4 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
6 Mar 2026 - 13 Mar 2026
Labour for SiteClearance…do…..do…all complete job as per specification and direction ofg E/I.
E/W 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 lifts,levelling,ramming,the foundation trenches,removing roots of trees and extra for earthwaork in hard soil(vide classification of soil item-B)...do.....do.....E/I
Providing stone dust filling in road…do…do…E/I (dust=300.00 +labour=115.49)=415.49 10% C.P.=41.54 4.5% overhead charges=18.69 Total=475.72
Supplying and laying(properly as per design and drawing)rip rap with good quality of boulder duly packed including the cost of materials,royalty all taxes but excluding the cost of carriage all..do…do….E/I
Providing and laying in position cement concrete of grade M20 in nominal mix of 1:1.5:3 in foundation with approved quality of stone chips 20mm to 6mm size …do…do…E/I
Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered,rammed,fully compacted and fine dressed with earth obtained after cutting within a lead of 50m and lift 1.5m all…do…do….E/I
Centering and shuttering including strutting propping etc and removal of form for all…do…do…E/I
Add carriage cost of Materials i) Sand lead 45 km
Chips lead 16 km
dust lead 16 km
Boulder lead 16 km
Cement lead 12 km
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 lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B)
Providing and laying of dry rubble flooring complete as per drawing and technical specifications clause 1303.3
Providing plain/reinforced concrete in open foundation complete as per drawing and tehnical specifications (P.C.C. grade M- 15)
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications clause 702,704,1202,1203 Square Rubble coursed Rubble masonry (1st sort) in cm (1:3)
Stone masonry work in cement mortar in substructure complete as per drawing and technical specifications clause 702,704,1202,1203 course Rubble masonry in cm (1:3) in substructure S.O.R. Item No. 13.4 B
Plain/Reinforced cement concrete in sub- structure complete as per drawing and technical specifications (P.C.C. Grade M-15) S.O.R. Item No.13.5A(p)
Plain/reinforced cement concrete in sub structure complete as per drawing and technical specifications (P.C.C. Grade M-20) S.O.R. Item No. 13.5B(p
Plain/reinforced cement concrete in sub structure complete as per drawing and technical specifications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.5 F (p) Case I
Providing and Laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specifications
Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications S.O.R. Item No. 13.6
Plastering with cement (1:3) 15 mm thick on brick or stone masonry work in substructure as per technical specifications Clauses 613.481204 S.O.R. ITEM No. 13.3
Providing weepholes in brick /stone masonry, Plain/Reinforced concret abutment, wing wall, Return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specifications Clauses 614,709,1204.3.7 S.O.R. Item No. 13.8
Backfilling behind Abutment, wing wall and return wall with sandy material complete as per drawing and technical specifications Clause 1204.3.8
Add carriage cost of Materials i) Sand lead 45 km
Chips lead 16 km
dust lead 16 km
Boulder lead 16 km
Cement lead 12 km
Add 18 % GST
Add cost of S/b and Photo graphy
add 1 % labour cess
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