Tender For Improvement To Dam Top Road, Dam Toe Road, Approach Road To Dam, Left Hr, Right Hr, Including Improvement To Service Of Right Main Canal In Between Rd 00 M To 15750 M Under Pilasalki Irrigation Project.
Tender Value
9.44 Crore
Estimated cost
Bid Submission
26 Nov 2026
18 days left
EMD
9.44 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
Kandhamal → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement To Dam Top Road, Dam Toe Road, Approach Road To Dam, Left Hr, Right Hr, Including Improvement To Service Of Right Main Canal In Between Rd 00 M To 15750 M Under Pilasalki Irrigation Project.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing land in canal slope work including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thick. complete as directed by the Engineer-in-charge. |
| 2 | Excavation, loading, unloading and cariage by mecanical means of all kinds of soil, including stoney earth, gravel and morrum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification and as directed by the Engineer-in-charge with in initial lead of 1 kms from place of excavation complete. |
| 3 | Earth work in any approved type of soil in approved borrow area by mechanical means and loading into and transportation by mechanical means and unloading the soil within initial lead of 1 km to 5 km on properly prepared and scientifically approved surface excluding watering and compaction in embankments of canal for al heights 3 including construction, maintenance, watering and lighting of haul road and borrow area etc complete as per the direction of the Engineer in charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition)As per the direction of Engineer in charge. |
| 4 | Watering earth work upto OMC condition and compaction by vibratory roller (8-10 tonne capacity) and spreading with ordinary grader attached with tractor in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of the Engineer in charge. (Measurement to be taken on the finished compacted section of the fill under OMC condition). |
| 5 | Construction Grannular sub-base by providing close graded Granular sub-base Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoRST&H specifications for Road & Bridge works. |
| 6 | Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works. (4th Revision) . |
| 7 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer 7 at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H specification for Road and Bridge works.. |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical 8 broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) and T&P required for the work in all respect as per the direction of the Engineer in charge. |
| 9 | Providing & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver 9 finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled, vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision). |
| 10 | Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled, vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision). |
| 11 | Providing for spreading moorum and consolidation with HRR including watering, cost, conveyance & royalty of moorum, T&P, B&OC, workers welfare cess etc. complete as directed by the Engineer-in-Charge. |
| 12 | Fine dressing and turfing the slopes of the dam / dyke /canal embankment with compacted dub grass with initial lift and lead including all labour T&P required for the work in all respect as per the direction of the Engineer in charge. |
| 13 | Filling foundation and plinth with coarse sand watering and ramming including cost, conveyance, royalty taxes and labour etc. complete as directed by the Engineer in charge. |
| 14 | Cement concrete M15 with 20 mm size down graded hard granite chips of approved quality free from skin and weathered surface and foreign materials, mixed in concrete mixer including cost, conveyance, royalty and taxes of labour, materials & machineries to the work site with all leads, lifts and delifts upto any height by any hoisting device for hoisting and placement in position to proper grade and profile including vibrating by mechanical means for proper consolidation and curing for 21 days with dewatering and cleaning old surface as per specification before laying fresh concrete etc. complete as per direction of Engineer-in-charge including mobilisation & demobilisation of men, materials and machineries etc. and providing illumination, if required, including clearance of slush and muck before handing over etc. as directed by the Engineer-in-charge |
| 15 | Rigid and smooth centering and shuttering for PCC works inchuding foundation, Toe wall , plinth band and footing base of columns mass concrete precast slab etc.as directed by the Engineer-in-charge |
| 16 | Providing weep holes in brick masonary/PCC/RCC abutment, wing wall, returns wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV:2H towards drawing face etc complete and as per drawing and technical.as directed by the EIC. |
| 17 | Filling foundation and plinth with excavated materials including watering and ramming etc. complete as directed by the Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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