Tender For Construction Of cement concrete Lining To Daha Left Distributary From Rd 650 M To 7500 M Under Daha Irrigation Project.
Tender Value
8.19 Crore
Estimated cost
Bid Submission
25 Sep 2026
9 days left
EMD
8.19 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganjam → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of cement concrete Lining To Daha Left Distributary From Rd 650 M To 7500 M Under Daha Irrigation Project.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing proposed embankment land including uprooting rank vegetation, grass, bushes, shurbes, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlire and disposal of top organic material not exceeding 150 mm in thickness including unserviceable materials to be used or auctioned with all leads, lifts & delifts on premeasurement including all cost of labour, T&P, cess etc complete excluding GST as per direction of the Engineer in charge. |
| 2 | Earthwork in excavation of foundation, loading, unloading and carriage by mechanical means of all kinds of soil including ordinary soil, hard soil , stony earth, gravel and moorum etc interspread with boulders up to1/2 cum size for base stripping including dressing and leveling the bed to design section and disposal of unutilized excavated soil away from work site in the specified spoil yard with all leads, lifts and delifts, including dewatering if any shoring, shuttering and propping of bullah piles trimming of slopes and bed including all cost of labour, T&P, cess etc complete excluding GST as per the approved drawing, design and specification and direction of the Engineer in charge. |
| 3 | Filling foundation and plinth with sand including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty, DMF,EMF, additional charges & cess, taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 4 | Collecting supplying and stacking good quality of moourm of PI Value more than 06 and sand from approved quarry of approved quality free from organic materials for road work for sub-base away from the trafficable berm in regular interval for regular box heaps of 1.5mx1.5mx0.44m to be measured as one cum including preparing of admixture of moorum and sand in proportion (70%moorum and 30%sand) conveying from stack and spreading the admixture in sub-base of road in layers not exceeding 225mm depth watering including cost carriage of water and compacted to required density in OMC condition to proper camber and grade with PRR with sufficient number of passes for each layer including hire and running charges of PRR with other machineries including cost, conveyance, royalty, DMF, EMF, additional charges and all other taxes, cess T&P etc complete excluding GST complete as per direction of the Engineer in charge. (Measurement is to be taken on the finished level section) |
| 5 | Earth work in excavation of foundation in all kinds of soil including stoney earth and gravel mixed with boulders not exceeding 0.014 cum in volume, D.I.Rock & slushy soil including dressing and leveling the bed to design section and disposal of excavated materials with all leads, lifts and delifts including dewatering, shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water including all cost, conveyance, labour and cess and taxes of all materials excluding GST, etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 6 | Cement Concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 40mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete and placing in position for structures etc. with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required including cost, carriage, royalty, DMF, EMF, additional charges,Cess and taxes of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 7 | Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 25N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture mixing with concrete mixers and placing in position for structures etc. with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 8 | Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture mixing with concrete mixers and placing in position for structures etc., with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 9 | Providing and laying C.C. M-15 grade using 20mm and down graded size hard granite crusher broken coarse aggregate for concrete lining Cast in situ to the bed and slopes of canal with sleeper beams, keys etc.in pannels including supply of all materials ,labour and machineries compacting with space vibrator or manually and finishing the concrete surfaces with Paver Finisher including trimming and dressing of canal bed and slopes including cutting trenches for sleeper beams,keys and drainage etc., including watering and compaction of slopes and bed with hand rammers to proper profile and supplying and laying polythene film of 100micron complete, with all leads, lifts and delifts including dewatering, mixing with concrete mixers and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 10 | Reinforcememnt Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete and placing in position for structures etc., with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 11 | Cement concrete of design mix of M25 grade having specified characteristic compressive strength of 25N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete and placing in position for structures etc., with all leads, lifts and delifts including dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete including cost, carriage, royalties, DMF, EMF & additional charge, taxes and Cess of all materials and quality control test cost of all materials etc, complete excluding GST as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 12 | Providing reinforcement including cost of steel, overlaps of reinforcement, Labour charges for cutting, bending, lapping, welding etc of HYSD bars confirming to respective IS codes and specifications of tested and approved quality and jointing if necessary by lapping and tying the grills and placing in position in ties, chairs and spaces as required for fabrication and fixing of reinforcement for RCC works as per the approved design with all leads and lifts from bending yard to placement spot including cost and conveyance of steel bars of approved make and binding wire of 18 to 20 gauges etc complete. (Weight of binding wire has not been considered for payment, standard co-efficient of different sizes of the steel shall be considered and welding and lapping shall confirming to relevant clauses of I.S. code) including cost of all labours, cess, T&P and supervision charges, taxes of all materials and excluding GST etc complete as per design, drawing and direction of the Engineer-In-charge. |
| 13 | Providing formwork for concrete with F1 finish for both face of c.c.wall, guard wall & structures etc, exposed & unexposed surface of foundation, block joints etc with steel shutters rigidly fixed and removal of forms and making good to the surfaces where necessary complete with all labour, materials, supervision charges, conveyance and T&P, cess & taxes of all materials excluding GST, etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge. |
| 14 | Providing , laying and fixing in position of RCC hume pipe of 2.0m long & 100mm dia spun pipes NP3 class conforming to ISI standard with collar joints filled in cement mortar (1:3) with necessary twisted and coal tarred hempyarn including caulking and finishing the same, as per approved drawing including all cost, conveyance , cess and all other taxes of all materials required for the work including cost & conveyance of spun pipe including all labour charges for loading, unloading, curing and laying in position, T&P with all leads, lifts and delifts of all materials dewatering if any including making the coffer dam if required excluding GST as per the specification and direction of Engineer-in-Charge. |
| 15 | Supply and fixing bituminous expansion joint board of 12 mm thick of ISI standard in lining joints including bredzing/ araldite with cost, conveyance, royalty & taxes etc of all materials all labour, supervision charges , T&P, cess etc complete excluding GST as directed by the Engineer in charge. |
| 16 | Earth work in excavation in any approved type of soil in approved borrow area free from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank by mechanical means, loading into & transportation by mechanical means and unloading soil with all leads & lifts on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles ,including, spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering and compaction by sheep foot roller & dozer or any other suitable compaction equipments approved by Engineer-in-charge in flood / canal bank of all heights and including cost of all materials, T&P, with all royalties, . cess & taxes of all materials excluding GST but including cost of quality control tests, mobilisation & demobilisation, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess required for the work including supervision charges, cost of cutting and trimming the extra fill in the slopes of the canal/flood embankment to design section, construction, maintenance, watering and lighting of haul roads, borrow areas and cost of related diversion arrangement for diversion of flow during working seasons and removal and disposal of the same after completion of the work etc. complete as per approved design, drawing and specification and direction of the Engineer-in-charge excluding compaction charges (Measurement is to be taken on the finished compacted level section ). |
| 17 | Watering and compacting the earth fill in canal embankments etc. under O.M.C. condition by sheep foot roller and dozer or any other suitable compaction equipments as approved by Engineer-in-Charge, in layers not exceeding 22.5 cm in depth to required design density to achieve 95% proctor density including cost of quality control tests, mobilization and demobilization, supplying, running and maintenance charges of all machineries and equipment, cess, taxes of all materials excluding GST, labour required for the work and inclusive of supervision charges for all heights of embankment with all incidental charges to complete the item of work as per approved designs, drawings, specifications and as per the directions of the Engineer-in-Charge,(Measurements will be taken on compacted finished approved level section). |
| 18 | Fine dressing of earth work in slopes including filling of rain cuts and slips with selected earth duly compacted and trimmed to the required profile and turfing the surface with best compacted dub grass sods 8cm to 10cm thick including collection & supplying the same and conveyance charges, , Cess and taxes of all materials excluding GST with all leads, lifts and delfts by mechanical means including laying and trimming to form a level and compact surface in line with the slopes and grade of the canal section or earth embankment section of river including watering until the green growth of grass including mobilization and demobilization etc complete as per design, drawing and specification and direction of the Engineer-in-Charge. (Measurement will be taken after full survival of turf). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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