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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.8 LAccepted-AOC HERHANJ | KURUKSHETRA | HARYANA | 136030 | ₹84.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹85.3 LRejected-Finance LATEHAR DISTRICT BALUMATH BLOCK MASIYATU GRAM PANCHAYAT LAKSHMIPUR DOKAR VILLAGE LATEHAR | LATEHAR | JHARKHAND | 822111 | ₹85.3 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical AT LINE MUHALLA CHATRA | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical JHARKHAND | - | - | Rejected-Technical Reject |
Tender Value
₹85.3 L
EMD Value
₹1.7 L
Closing Date
27 Nov 2025, 5:00 pmClosed
ZILA ABHIYNATA OFFICE LATEHAR
ZILA ABHIYNATA OFFICE LATEHAR
Construction of Road from Bukru Railway Siding to Bhalwahi at Village Bukru GP- Seregarha, Block- Balumath, District- Latehar.
2025_ZPLAT_106866_1
ZP/LATEHAR/20/2025-26/ Gr_01
Open Tender
Civil Works
90 days
BUKRU BALUMATH
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.7 L
23 Jan 2026
22 Nov 2025
29 Nov 2025
22 Nov 2025
27 Nov 2025
22 Nov 2025
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area SOR. ITEM NO. 2.02 RDD
Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. SOR NO. 3.20 case (ii) RDD
Construction of Subgrade and Earthen Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR. ITEM NO. 3.18 RDD
Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR. ITEM NO. 4.01 B(iii)RDD
Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
Carriage of materials Cement
Stone Chips
Earthwork in excavation in road embankment in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.
Providing coarse clean sand in filling in road embankment 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 (Mode of measurement complacted volume).
Providing stone boulder soling in foundation all complete as per building specification and direction of E/l (Mode of measurement complacted volume).
Providing P.C.C.M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l.
Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/
Providing 25 rnm thick cement plaster with punning (1:3) with clean coarse sand of F.M. 1.5 ircluding screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l.
Providing R.C.C.M - 200 with nominal mix of (1:1.5:3) in slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l.
Providing tor steel reinforcement as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. ( Only Valid for SAIL & TATA Steel) 10 mm dia
12 - 20 mm dia
Providing centering including strutting after use in deck slab do-----do--------all complete job.
Carriage of Materials (i) Cement -
(ii) Sand -
(iii) Chips -
(iv) Boulder -
Add 18% GST Amount
Add 1% Labour Cess Amount
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