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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.9 LAccepted-AOC 0 BISAI TIKAITGANJ FATEHPUR BARABANKI UTTAR PRADESH 225302 | BARABANKI | UTTAR PRADESH | 225302 | ₹53.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹53.9 L+₹5,396.20 (0.10%)Rejected-AOC BANNOGRAME PAKURIA BLOCK PAKURIA DIST PAKUR | PAKUR | PAKUR | JHARKHAND | ₹53.9 L+₹5,396.20 (0.10%) | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical N A | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical KUMARPUR PAKUR DIST PAKUR | PAKUR | PAKUR | JHARKHAND | - | - | Rejected-Technical Reject |
Tender Value
₹54.0 L
EMD Value
₹1.1 L
Closing Date
4 Apr 2026, 5:00 pmClosed
O/o Executive Engineer RDSD, Pakur
O/o Executive Engineer RDSD, Pakur
CONSTRUCTION OF PCC ROAD VILL- SHRIRAMGARIA DARBARI BADHAN TO RAMESH SOREN HOUSE GP-SHRIRAMGARIA BLOCK-MAHESHPUR DIST-PAKUR
2026_RDSPL_111911_1
RDSPL/PAKUR/14RE/25-26_GR_01
Open Tender
Civil Works
Percentage
90 days
GP-SHRIRAMGARIA BLOCK-MAHESHPUR DIST-PAKUR
AS PER F2
3 documents required · 3 mandatory
₹10,000
₹1.1 L
Yes
29 Jun 2026
27 Mar 2026
6 Apr 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation for road work in soil using Hydraulic excavator including cutting and loading in tippers ,trimming bottom and side slopes,in accordance with requirements of lines grades and cross sections and transporting to the embankment location within all lifts and lead upto 1000 m.(3.06) | 384.03 | m3 | - | - |
| 2Compacting Original ground supporting sub-grade Loosening of the ground upto a level of 500mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for sub-grade construction and direction of E/I.(3.20 case-1 E/I | |||||
| 3Construction of Granular Sub Base ( By Mix in place Method) Gr III by providing well graded material, spreading in uniform layers with motor Grader on prepared surface, mixing by Mix in place method with rotavator at O.M.C and compacting with vibratory Roller to achieve the desired density, complete as per Technical specification clause 401. (iii) For grading III material. SOR Item no. 4.1 B (iii) | |||||
| 4Cement concrete pavement, (Construction of un-reinforced, dowel joint , plain cement concrete over a prepared sub-base with 43 grade cement at the rate 400kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a baching and mixing plant as per approved mix design, transported to side, laid with a fixed from or slip form Paver, spread, compacted and finished in a continuous opration including provision of contraction, expension, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding stript, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing SOR Item no. 6.02 | |||||
| 5Construction of Subgrade and earthen shoulders (Construction of Subgrade and earthan shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required solop and Compacted to meet rquirment of Table 300.2 (ii) Roling with smooth wheeled roller S.O.R. Item No. 3.18 | |||||
| 6Earth 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 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. | |||||
| 7Construction of dry rubble flooring at cross drainage works for relatively less important works. | |||||
| 8Providing concrete for plain/reinforced in open foundation complete as per drawings and technical specification. (A) P.C.C- M15 | |||||
| 9Stone masonary work in cement mortar (1:3) in foundation complete as per drawings and technical specification (B) Random rubble masonry | |||||
| 10Stone masonart work in cement mortar (1:3) in supstructure complete as per drawings and technical specification (A) Random rubble masonry | |||||
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