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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.0 LAccepted-AOC | ₹24.0 L | L1 | Accepted-AOC Percentage rate have been accepted from competent authority |
| 2 | L2₹24.6 L+₹60,639.82 (2.53%)Rejected-AOC VILL P O SANTIRBAZAR SANTIRBAZAR SOUTH TRIPURA PIN 799144 | SANTIRBAZAR | SOUTH TRIPURA | TRIPURA | 799144 | ₹24.6 L+₹60,639.82 (2.53%) | L2 | Rejected-AOC Comparatively high percentage rate |
Tender Value
₹24.0 L
EMD Value
₹47,937
Closing Date
12 Aug 2026, 3:00 pmClosed
Executive Engineer,PWD(R and B),Santirbazar Div.
O/o the Executive Engineer,PWD (R and B),Santirbazar Division, South Tripura
SH-Removal of Soil, Missing Soling, Repairs of Potholes, Unlined Surface Drain, Palasiding Works,paver Bock etc. during the year 2026-27 (Gr-II)
2026_CEPWD_75459_1
22/EE/PWD R and B/STB/2026-2027
Open Tender
Civil Works - Roads
Percentage
90 days
Santirbazar
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹47,937
3 Sept 2026
6 Aug 2026
12 Aug 2026
6 Aug 2026
12 Aug 2026
6 Aug 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 | Removal of Unsuitable Soil with Disposal upto 1000 m
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which shall be paid separately as per MoRD Technical Specification Clause 303.5.2 and as per MoRD Technical Specification Clause 302.3.11.
for removal of landslides | 1 | Cum | 44.1 | ₹44.06 |
| 2 | 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.
Driven at least 900 mm below ground and 1200 mm above ground on average | - | m | 1,149.4 | - |
| 3 | 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. | - | nos | 45.5 | - |
| 4 | Brick soling
(ii) Flat Brick soling
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. | - | sqm | 595.37 | - |
| 5 | Brick soling
(iv) Brick edging laid length wise
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. | - | m | 88.33 | - |
| 6 | Maintenace of bituminous surface road
Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504. | - | cum | 19,496.55 | - |
| 7 | Surface Drains
Construction of unlined surface drains of average cross-sectional area 0.40 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
(B) Manual Means | - | mtr. | 114.6 | - |
| 8 | 80 mm thick factory made c.c. interlocking paver block of M-35
Grade
Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and 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. | - | Sqm | 1,552 | - |
| 9 | Excavation for Structures
A. Without dewatering.
Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
I. Ordinary Soil
(i) Upto 3 m depth | 1 | cum | 458.2 | ₹457.74 |
| 10 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200
I. Sand filling
For Paver Block side on Road or kerb stone | - | Cum | 1,453.79 | - |
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