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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC | ₹21.9 L | L1 | Accepted-AOC Work order issued as technically and financially responsive |
| 2 | L2₹24.1 LRejected-Finance VILL FATIKROY PS FATIKROY UNAKOTI TRIPURA | FATIKROY | UNAKOTI | TRIPURA | ₹24.1 L | L2 | Rejected-Finance higher |
Tender Value
₹21.9 L
EMD Value
₹43,760
Closing Date
17 Feb 2026, 3:00 pmClosed
The Executive Engineer PWD R and B Kumarghat Divis
The Executive Engineer PWD R and B Kumarghat Division
Mtc of road from NH 208 to Lalit Para via Antamanipara under saidacherra VC under Kumar RD Block L 1 30 Km during the year 2025 26 under the jurisdiction of Ganganagar PWD R and B Sub Division SH Roadway Cutting Flat Brick Soling WBM Prime coat Tack
2026_CEPWD_70300_1
84/EE/KD/2025-26
Open Tender
Civil Works - Roads
90 days
Ganganagar
As per DNIT
4 documents required · 4 mandatory
₹1,000
₹43,760
19 Mar 2026
11 Feb 2026
17 Feb 2026
11 Feb 2026
17 Feb 2026
11 Feb 2026
11 Feb 2026 - 17 Feb 2026
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 with all lifts and lead upto 1000 m as per MoRD Technical Specification Clause 302.3.
Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
Brick edging laid in full brick width Providing and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
3) WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD Technical Specification Clause 405.(A) By Manual Means.
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor @ 0.25–0.30 kg per sqm on prepared granular surface treated with primer, cleaned with hydraulic broom, as per MoRD Technical Specification Clause 503.
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508. A) By Manual means(i) Bitumen of VG-30
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. Type D (premix with fine sand)ii.Bitumen of VG-30
80 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern
Plain/reinforcedcement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805,806,807,900,12 2& 1204. (including centering, shuttering, staging etc. but excluding reinforcement) P.C.C grade M 15 (1:2.5:5 Nominal mix)
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