Tender For Special Repairs To Drop At Mile 0/1-440 And Sluice At Mile 0/5-480 Of 78/6 Distributory Of Lbp Main Canal.
Tender Value
6.71 Lakhs
Estimated cost
Bid Submission
24 Nov 2026
16 days left
EMD
6800
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Erode → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs To Drop At Mile 0/1-440 And Sluice At Mile 0/5-480 Of 78/6 Distributory Of Lbp Main Canal.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications |
| 2 | Earth work excavation and depositing on banks with initial lead of 10 m and initial lift of 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil, including excavated earth and hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders, soft disintegrated rock, laterite, soft rock or kankar not requiring blasting etc., complete complying with standard specifications and as directed by the departmental officers. (For Foundation) |
| 3 | Providing and laying in position of Plain Cement Concrete of M10 grade (Design Mix) using 40mm HBGS jelly (well graded) confirming to IS specified grading (to produce concrete of the specified grading and characteristic strength of 10N/mm2 at 28 days) and mixing the ingredients by mixer machine including dewatering by bailing/pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts,compacting and finishing the surface, watering, curing etc.,complete complying with standard specifications and as directed by the departmental officers. |
| 4 | Providing steel centering for cement concrete block,column,footing,pedestal,plinth beam,grade beam etc., which require nominal strutting etc., using MS sheets 10 gauge thick of size 90cm x 60cm stiffened with MS angle of size 25mm x 25mm x 3mm laid over silver oak joists of size 10cm x 6.5cm spaced at about 90cm c/c duly supported and removing the strutting after specified period without damaging the concrete laid complete complying with standard specification and as directed by the departmental officers.Scaffolding and centering charges for the structural components is including the cost and conveyance of all material to the site including all labour charges and incidental charges etc., complete complying with standard specifications and as directed by the Engineer in charge.(Nominal strutting) |
| 5 | Supplying and erecting centering for sides and soffits including necessary supports and strutting for vertical / sloped surface as detailed with all cross bracings using mild steel sheets of size 90cm x 60cm and 10BG Stiffened with welded mild steel angle of size (25x25x3)mm laid over silver oak joists of size 10x 6.5cm spaced at about 90cm c/c and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75cm c/c and removing the centering and shuttering after specified period without damaging the concrete laid, scaffolding and centering charges for the structural components is including the cost and conveyance of all materials to the site including all labour charges and incidental charges etc., complete complying with standard specifications and as directed by the Engineer in charge. (for vertical wall surface) |
| 6 | Providing and laying in position of Plain Cement Concrete of Grade M15 Design Mix with well graded coarse aggregate of 40mm downgraded hard broken granite stone jelly with minimum cement content of 259Kg/M3 confirming to IS specification grading, weigh batching the ingredients and mixing these in mixing plant (to produce concrete of specified cube characteristic strength of 15 N/mm2 at 28 days), transporting to placement site in transit mixer including dewatering by bailing / pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting, and finishing the surface, watering, curing, etc., for various departments and height below and above ground level so as to attain the profile and strength as specified in the technical drawing and as per the direction of the Engineer-In-Charge and complying with standard specifications. |
| 7 | Providing and laying in position of Plain Cement Concrete of Grade M15 Design Mix with well graded coarse aggregate of 20mm downgraded hard broken granite stone jelly with minimum cement content of 283 Kg/M3 confirming to IS specification grading, weigh batching the ingredients and mixing these in mixing plant (to produce concrete of specified cube characteristic strength of 15 N/mm2 at 28 days), transporting to placement site in transit mixer including dewatering by bailing / pumping wherever necessary laying the concrete in layers and in bays with all leads and lifts, vibrating, compacting, and finishing the surface, watering, curing, etc., for various departments and height below and above ground level so as to attain the profile and strength as specified in the technical drawing and as per the direction of the Engineer-In-Charge and complying with standard specifications. |
| 8 | Providing and laying in position of standardised Reinforced Cement Concrete of grade M 20 in accordance with IS :456-2000 using well graded 20 mm and down graded hard granite stone jelly with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55 ,including admixture (plasticizer / super plasticizer )in recommended proportions as per IS9103 to accelerate , retard setting of concerete ,improve workability without imparing strength and durability with about (5 cum) 7730 kg of 20mm machine crushed stone jelly and with about (3.3cum) 5156 kg of 10-12mm machine crushed stone jelly and with about (4.7cum) 7670 kg of sand ,but excluding cost of reinforcement grill and fabricating charges , centering and shuttering and also including laying , vibrating with mechnical vibrators,finishing curing etc,,. complete complying with standard specification and as directed by the departmental officers .the coarse and fine aggregates to be used comply with the requirement of IS standards (no separate payment will be made by the department for the excess usage of materials ) |
| 9 | Supplying and fabrication of Steel required for all works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification and as directed by the departmental officers. |
| 10 | Rough stone dry packing for Revetment using old hard granite stones from approved quarries including cost of wedges for filling the gaps, including cost and conveyance of all materials and all labour charges etc.,complete complying with standard specification and as directed by the departmental officers. |
| 11 | Fabricating, Supplying and erection of Screw gearing steel shutters of size above upto 1.00 m width consist shutters of skin plate made out of 8mm thick mild steel plate and horizontally stiffened with 65x65x6mm mild steel Angle at an interval not more than 0.50m and vertical stiffeners made out of same section at an interval not more than 0.60m and provided with 8mm mild steel gusset plate of required size on both sides fastened with rust free bolts and nuts etc. Conveying the fabricated shutter by using lorries including loading, unloading and leading the shutter to the vent. Dismantling the eroded shutter and shuttering arrangements by using necessary gas cutting equipment. Erecting the new shutter and the shuttering arrangements in the vent in proper position by using necessary hoisting equipment. The shutter shall be painted with two coats of Anticorrosive black paint over one coat of Red Oxide Primer. The rate including cost of materials consumables, labours power charges, conveyance charges for all equipment required conveying the dismantled materials to the section stores, cost of petty civil works, trial operation of shutter and warranty for 5 years etc.,complete complying with standard specification. |
| 12 | GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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