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Tender ID
Tender Value
₹76.4 L
EMD Value
₹1.5 L
Closing Date
13 Feb 2026, 6:55 pmClosed
Executive Engineer TED
OFFICE OF THE EXECUTIVE ENGINEER TAKDAH ENGINEERING DIVISION 6TH MILE NAYA BUSTY, DARJEELING
Package 3 Recovery and reconstruction of road at Different location at Takling Peshok Samasty under Takdah Engineering Division, GTA
2026_GTA_995554_3
GTA/EE/TED/NIeT-15(1st Call)/e-Tender/2025-26
Open Tender
CIVIL WORKS
Percentage
210 days
Takdah
As per NieT
4 documents required · 4 mandatory
₹0
₹1.5 L
Yes
4 Jun 2026
29 Jan 2026
16 Feb 2026
29 Jan 2026
13 Feb 2026
29 Jan 2026
1.(A) REOVERY AND RECONSTRUCTION OF ROAD FROM TAKLING GUMBA FATAK TO HIMUL DANRA UNDER TAKDAH ENGINEERING DIVISION Earthwork in excavation for foundation of structures as per technical specification including setting out removing spreading or stacking spoils with in a lead of 150 m as directed and including trimming the sides of trenches ..all complete as per direction of Engineer in charge without pumping and shoring
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.
Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site.
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 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.
Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge.
SURFACE DRINAGE WORKS V DRAIN Earthwork in excavation for foundation of structures as per technical specification including setting out removing spreading or stacking spoils with in a lead of 150 m as directed and including trimming the sides of trenches ..all complete as per direction of E-I-C.
Hand Packed rough dressed stone walls by masons with hard stones from approved quarries including all carriage of materials to site.
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. M-15
Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. 1:4 15mm th
Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
BOX DRAIN Earthwork in excavation for foundation of structures as per technical specification including setting out removing spreading or stacking spoils with in a lead of 150 m as directed and including trimming the sides of trenches ..all complete as per direction of E-I-C.
Hand Packed rough dressed stone walls by masons with hard stones from approved quarries including all carriage of materials to site.
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. M-15
Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. 1:4 15mm th
Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
(B) REOVERY AND RECONSTRUCTION OF ROAD FROM GURUNG GAON TO GANJABARI 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.
(C) REOVERY AND RECONSTRUCTION OF ROAD FROM CHEGRA T GHEIL KHOLA (CULVERT) UNDER TAKDAH ENGINEERING DIVISION CROSS DRINAGR WORK Earthwork in excavation for foundation of structures as per technical specification including setting out removing spreading or stacking spoils with in a lead of 150 m as directed and including trimming the sides of trenches ..all complete as per direction of E-I-C.
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. M-15
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. M-20
Hire & Labour charges all complete for slab of culvert and cross drain upto 3 mtr. Clear span ……….. Etc.
Providing formwork and staging including Hire & Labour charges for the same as required for foundation concrete works of. For walls, parapets etc
Providing and laying Design Mix concrete for reinforced work in any part of bridge…..all complete. M-25Design Mix
Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications.
Stone filling on the backside of the walls, abutments , wingwalls etc includinh hand packing and carriage and cost of stone.
Plum Concrete work with cement concrete(1:3:6) with 30mm down graded stone metal 40% and stone boulders of size 150mm above placed in position as directed excluding shuttering
Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and sizeat the backsides
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