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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical HUM BUSTY P O TAKDAH CANT DARJEELING | DARJEELING | WEST BENGAL | 734001 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical PO POKHRIABONG 734216 DIST DARJEELING | DARJEELING | WEST BENGAL | 734216 | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
24 Mar 2026, 6:55 pmClosed
Executive Engineer TED
OFFICE OF THE EXECUTIVE ENGINEER TAKDAH ENGINEERING DIVISION 6TH MILE NAYA BUSTY, DARJEELING-734222
Construction of Rural Cement Concrete Road from Jai Bahadur house to Linimaya house under R.R. Block,GTA..
2026_GTA_1017199_2
GTA/EE/TED/NIeT-19 (1st Call)/e-Tender/2025-26
Open Tender
CIVIL WORKS
Percentage
210 days
Takdah
As per NiET
5 documents required · 5 mandatory
₹0
₹3.0 L
Yes
9 Jul 2026
2 Mar 2026
27 Mar 2026
2 Mar 2026
24 Mar 2026
2 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 | Earthwork in Cutting to form road section in correct profile in mixed soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m in mixed soil. | 528.5 | cum | 109.9 | ₹58,082.15 |
| 2 | Earthwork in Cutting to form road section in correct profile in ordinary soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m (refer quantity calculation sheet) | 422.8 | cum | 79.9 | ₹33,781.72 |
| 3 | Excavation in Ordinary Rock using Hydraulic Excavator CK-90 and Tippers with disposal upto 1000 metres Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post
works) | 105.7 | cum | 51.5 | ₹5,443.55 |
| 4 | (A)Compacting Original Ground Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road &
Bridge Works of MoRT&H (5th Revision). | 1,063.13 | cum | 58.2 | ₹61,874.17 |
| 5 | "Surface Finish Works" Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of
MoRT&H (5th Revision). | - | Sqm | 2,359.73 | - |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary ing spreading in uniform thickness, hand | - | Sqm | 2,879.41 | - |
| 7 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (d) M-30 Grade | 637.88 | cum | 6,089.72 | ₹38,84,510.59 |
| 8 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) For portion of Ht above 1m and upto 3m | 0.6 | Sqm | 214 | ₹128.4 |
| 9 | (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight(iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight | - | meter | 21 | - |
| 10 | Tack coat over cement concrete pavement | - | cum | 14 | - |
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