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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC ASHRAM PARA BISHALGARH SEPAHIJALA TRIPURA | BISHALGARH | SEPAHIJALA | TRIPURA | 799102 | L1 | Accepted-AOC Reasonable |
Tender Value
₹14.2 L
EMD Value
₹28,358
Closing Date
21 Aug 2026, 3:00 pmClosed
The Executive Engineer,BishalgarhDivision,PWD(RnB)
O/O Executive Engineer,BishalgarhDivision,PWD(RnB)
SH_Soling, earth filling, RCC Work, Brick Work, WBM_III, Pot_holes repairing, Patch Carpeting, Carpeting, Seal Coat on old bituminous surface, Protection work and other ancillary works
2026_CEPWD_75845_1
13_R_EE_BSLD_PWD_RnB_2026_27
Open Tender
Civil Works - Roads
Percentage
120 days
Bishalgarh
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹28,358
6 Oct 2026
14 Aug 2026
21 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 2026
14 Aug 2026 - 18 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 |
|---|---|---|---|---|---|
| 0.0 | 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 | 603.9 | - |
| 0.0 | Brick edging laid length wise
Providing and laying brick edging laid lengthwise on prepared subgrade according to lines, grades and crosssection 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. | - | Mtr | 88.9 | - |
| 0.0 | 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. | 1 | Cum | 44.1 | ₹44.06 |
| 0.0 | 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
(A) Manual Means | - | Mtr | 114.6 | - |
| 0.0 | Construction of Embankment with Material Obtained from Borrow Pits:
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 10000 m as per MoRD Technical Specification Clause 301.5. | 1 | Cum | 305.9 | ₹305.59 |
| 0.0 | 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 | - | Mtr | 1,149.4 | - |
| 0.0 | 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. | - | No | 45.5 | - |
| 0.0 | 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 | - | Cum | 458.2 | - |
| 0.0 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.
i. Sand Filling | 1 | Cum | 1,345.85 | ₹1,344.5 |
| 0.0 | Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)
P.C.C grade M 10 (using jhama brick aggregate)
Nominal mix 1:3:6 | 1 | Cum | 9,441.75 | ₹9,432.31 |
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