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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-AOC V 1 P O BEJIMURA SONAMURA SONAMURA SEPAHIJALA TRIPURA | SONAMURA | SEPAHIJALA | TRIPURA | ₹15.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹15.3 LRejected-Finance VILL P O SOUTH MAHESHPUR KATHALIA BAZAR KATHALIA SEPAHIJALA TRIPURA | KATHALIA | SEPAHIJALA | TRIPURA | ₹15.3 L | L2 | Rejected-Finance L2 |
| 3 | L3₹16.7 LRejected-Finance VILL P O RABINDRANAGAR SONAMURA SEPAHIJALA TRIPURA | SONAMURA | SEPAHIJALA | TRIPURA | ₹16.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹18.5 LRejected-Finance VILL P O BARANARAYAN KATHALIA SEPAHIJALA TRIPURA | BARANARAYAN KATHALIA | SEPAHIJALA | TRIPURA | ₹18.5 L | L4 | Rejected-Finance L4 |
Tender Value
₹24.2 L
EMD Value
₹48,431
Closing Date
16 Feb 2026, 3:00 pmClosed
Executive Engineer Sonamura Division
O/o the Executive Engineer Sonamura Division PWD(RandB) Sonamura Sepahijala Tripura
Mtc of road from Manaipathar Bazar to Karolapara(L 5.00 km) under the jurisdiction of Kathalia PWD(RandB) Sub Division during the year 202526 SH Soling repair missing soling Palasiding and other allied works
2026_CEPWD_70206_1
152/EE/SNM /PWD (RandB) /2025-26
Open Tender
Civil Works - Roads
90 days
Sonamura
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
₹48,431
2 Apr 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
9 Feb 2026 - 15 Feb 2026
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 500 m by manual means as per MoRD Technical Specification Clause 202.
Charges for Brick solingLaying brick soling on prepared subgrade with brick on edge (excluding the cost of bricks but including the cost of binding materials) according to lines, grades and cross-section shown on the drawing, filling joints with sand , watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412.
Providing and laying flat brick 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.
Providing and laying brick edging laid lengthwise 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.
Excavation in cutting in soil by manual means with lead upto 50 m. Excavation in Roadway cutting in soil by using manual means for carrying of cut earth to embankment site with all lifts and lead upto 50 m as per MoRD Technical Specification Clause 302.3.
Surface Drains Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. i) Surface Drains in Ordinary Soil (A) Manual Means
Single bamboo palasiding/ walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5. A) Driven at least 900 mm below ground and 1200 mm above ground on average
Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification.
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