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Tender ID
Tender Value
₹19.1 L
EMD Value
₹38,155
Closing Date
13 Feb 2026, 6:55 pmClosed
Executive Engineer TED
OFFICE OF THE EXECUTIVE ENGINEER TAKDAH ENGINEERING DIVISION 6TH MILE NAYA BUSTY
Package 5 Recovery and reconstruction of road at Different location at Takdah Teesta Valley Samasty under Takdah Engineering Division, GTA.
2026_GTA_995554_5
GTA/EE/TED/NIeT-15(1st Call)/e-Tender/2025-26
Open Tender
CIVIL WORKS
Percentage
180 days
Takdah
As per NIeT
4 documents required · 4 mandatory
₹0
₹38,155
Yes
4 Jun 2026
29 Jan 2026
23 Feb 2026
29 Jan 2026
13 Feb 2026
29 Jan 2026
(A) REOVERY AND RECONSTRUCTION OF ROAD CHAP GOLAI TO ALLY GAON 10 NO WARD UNDER TAKDAH ENGINEERING DIVISION Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches,levelling, dressing and ramming the bottom,bailing out water as required complete.(b) Depth of excavation dditional depth beyond 1500 mm and up to 3000mm but not requiring shoring.
Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.
Cost of Stone Boulder 150 mm of N. Bengal variety delivered and stack at site
Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge
Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.
Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.
(B) REOVERY AND RECONSTRUCTION OF ROAD FROM GIELLE 2 NO PRIMARY SCHOOL TO GIELLE KHOLA GHARI UNDER TAKDAH ENGINEERING DIVISION Earth work in excavation of foundation trenches or drains,in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom,bailing out water as required complete .(b) Depth of excavation dditional depth beyond 1500 mm and up to 3000mm but not requiring shoring.
Labour for laying 150 mm to 200 mm boulder soling including rough `-- Do -- -- Do - without rolling but including ramming.
Cost of Stone Boulder 150 mm of N. Bengal variety delivered and stack at site
Plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150mm and above,placed in position as directed excluding shuttering if any.
Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-Charge
Providing and laying of Filter media with granular materials / stone crushed aggregates / brick aggregates / river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to all complete.
Providing weep hole (100mm) A.C. in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete.
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