Tender For Stmc Work For 07 Nos Of Road For An Aggregate Length Of 28.182 Km Under Jharsuguda (R&B) Division (Package-2) For The Year 2026-27
Tender Value
97.61 Lakhs
Estimated cost
Bid Submission
05 Oct 2026
0 days left
EMD
97612
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jharsuguda → Odisha
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc Work For 07 Nos Of Road For An Aggregate Length Of 28.182 Km Under Jharsuguda (R&B) Division (Package-2) For The Year 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | SH-10 Sahapada chowk to Malda via Hirma 3/850 km 6/135 km |
| 2 | Dismantling cement concrete of M-15 and M-20 including T&P and scaffolding wherever necessary, sorting the dismantled materials disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 3 | R.C.C. M-30 grade in wearing coat including steel of C.D. work with form work using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 4 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. |
| 5 | Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 6 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 7 | Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 8 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 9 | Providing compacted granular materials in shoulder / diversion road by using moorum having required P.I. value with sand admixture if required, 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, as per approved Drawing & Technical Specifications and as per Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.. |
| 10 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 11 | Reinforced cement concrete M-15 grade ordinary km stone of standard design as per IRC:8-1980 fixing in position including painting & printing etc as per Clause - 805 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 12 | Providing and fixing of 90cm equilateral triangle size retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. |
| 13 | Providing and fixing of 60cm equilateral triangle size retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing . |
| 14 | Providing and fixing of 60cm circular size retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing . |
| 15 | Providing and fixing of direction and place Identification Signs up to 0.9 sqm. Size (1200mm x 700mm) Board retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 made of high intensity grade sheeting vide clause 801.3 ,fixed over aluminium sheeting, 1.5mm thick supported on mild steel angle post 75m x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing . |
| 16 | Arda to Laikera via Kirmira from 0/000 km to 14/194 km |
| 17 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier anddisposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organicsoil not exceeding 150 mm in thickness. |
| 18 | Providing G.S.B. Gr-VI stone screaning materials, 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, as per approved Drawing & Technical Specifications and as per Clause - 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 19 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing 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 and compacting with vibratory roller to achieve the desired density as per approved Drawing & Technical Specifications and as per Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 20 | Providing and Applying Primer Coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning the road surface and spreading primer @ 0.60kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 21 | Providing 50mm compacted thick Bituminous Macadam of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 504 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 22 | Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20kg per sqm using mechanical means as per Technical Specifications and as per Clause -501 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 23 | Providing 25mm compacted thick S.D.B.C. of grading -2 using crushed stone Gr.-2 materials & 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clauses 501 and 508 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 24 | Providing compacted granular materials in shoulder / diversion road by using moorum having required P.I. value with sand admixture if required, 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, as per approved Drawing & Technical Specifications and as per Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.. |
| 25 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 26 | RCC Drain |
| 27 | Earthwork in excavation in all kinds of soil for structures as per clause no. 304 of specification for road & bridge works of Ministry Of Road Transport & Highways ( 4th revision ) & direction of Engineer - in- Charge. ( Including Back fill ) |
| 28 | Sand filling in foundation of Structures and as per drawing & technical specification . |
| 29 | Providing and laying cement concrete grade M15 using nominal size coarse granite aggregate conforming to Table 1000-1 in foundation, complete including formwork as per section no. 1000, 1500, 2100 of specification for road & bridge works of Ministry Of Road Transport & Highways ( 4th revision ) & direction of Engineer -in-Charge. |
| 30 | Providing and laying cement concrete grade M20 using 20 mm nominal size coarse granite aggregate conforming to Table 1000-1 in foundation, complete including formwork as per section no. 1000, 1500, 2100 of specification for road & bridge works of Ministry Of Road Transport & Highways ( 4th revision ) & direction of Engineer -in-Charge. |
| 31 | Concrete Drain |
| 32 | Drain Wall |
| 33 | Providing and laying cement concrete grade M20 using 20 mm nominal size coarse granite aggregate conforming to Table 1000-1 in foundation, complete including formwork as per section no. 1000, 1500, 2100 of specification for road & bridge works of Ministry Of Road Transport & Highways ( 4th revision ) & direction of Engineer -in-Charge. |
| 34 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 35 | Providing Weep holes in guard walls using 100 mm dia AC pipe including 40mm agreegate block of size 300x300x300mm behind the weep hole complete as per drawing and as per clause no.2706 of specification for road & bridge works of Ministry of Road Transport & Highways ( 4th revision ) & direction of Engineer - in- Charge. |
| 36 | Bombay Chowk to Panchpada From 5/600 to 7/303 km |
| 37 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used. |
| 38 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 39 | Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete |
| 40 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers. |
| 41 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 42 | 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 means. |
| 43 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su.(AR, P-169/45) |
| 44 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 45 | Road safety |
| 46 | Providing and fixing pre-cast R.C.C (1:2:4) kilometre stone as per I.R.C Design including finishing smooth. |
| 47 | 200 m |
| 48 | Ordinary KM Stone |
| 49 | Providing and errecting direction and placeidentification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm, 2nos firmly fixed to the ground by means of properly designed foundation with M15 graders |
| 50 | (a) Information signs |
| 51 | (i) Facility Information signs (800x600 mm) |
| 52 | Speed limit Sign post |
| 53 | STOP sign board |
| 54 | Marakuta to Salhetikra from 0/000 km to 1/780 |
| 55 | Dismantling cement concrete of M-15 and M-20 including T&P and scaffolding wherever necessary, sorting the dismantled materials disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 56 | R.C.C. M-30 grade in wearing coat including steel of C.D. work with form work using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete. |
| 57 | Providing compacted granular materials in shoulder / diversion road by using moorum having required P.I. value with sand admixture if required, 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, as per approved Drawing & Technical Specifications and as per Clause - 407 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete.. |
| 58 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 59 | RCC Drain |
| 60 | Providing and laying cement concrete grade M20 using 20 mm nominal size coarse granite aggregate conforming to Table 1000-1 in foundation, complete including formwork as per section no. 1000, 1500, 2100 of specification for road & bridge works of Ministry Of Road Transport & Highways ( 4th revision ) & direction of Engineer -in-Charge. |
| 61 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 62 | Lecture Colony (SH-10) towards Balijojori Chhawk gate via DHH and Black Diamond Engineering College from 0/000km to 1/100 and 2/300 to 3/387km |
| 63 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used. |
| 64 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 65 | Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete |
| 66 | 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 means. |
| 67 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 68 | Road safety |
| 69 | Providing and fixing pre-cast R.C.C (1:2:4) kilometre stone as per I.R.C Design including finishing smooth.Ordinary KM Stone |
| 70 | Providing and errecting direction and placeidentification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm, 2nos firmly fixed to the ground by means of properly designed foundation with M15 graders |
| 71 | (a) Information signs |
| 72 | (i) Facility Information signs (800x600 mm) |
| 73 | (ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm) |
| 74 | (b) Cautionary signs triangular 900mm side. |
| 75 | in curve portion |
| 76 | Speed limit Sign post |
| 77 | STOP sign board |
| 78 | Malda to Khait from 0/000 km to 3/310 km |
| 79 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used. |
| 80 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. |
| 81 | Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete |
| 82 | Construction of granular sub-base by providing of grading-VI ( close graded GRII) material, 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.(AR, P-160/39) |
| 83 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers. |
| 84 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 85 | 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 means. |
| 86 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su.(AR, P-169/45) |
| 87 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 88 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 89 | Road safety |
| 90 | Providing and fixing pre-cast R.C.C (1:2:4) kilometre stone as per I.R.C Design including finishing smooth.Ordinary KM Stone |
| 91 | Providing and errecting direction and placeidentification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm, 2nos firmly fixed to the ground by means of properly designed foundation with M15 graders |
| 92 | (a) Information signs |
| 93 | (i) Facility Information signs (800x600 mm) |
| 94 | (ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm) |
| 95 | (b) Cautionary signs triangular 900mm side. |
| 96 | in curve portion |
| 97 | Speed limit Sign post |
| 98 | STOP sign board |
| 99 | New Patrapali to Bhursund via Old Patrapali from 0/000 to 2/723 km |
| 100 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used. |
| 101 | Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 102 | Construction of moorum shoulder with approved quarry with all Lead & Lift etc Complete |
| 103 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. |
| 104 | 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 means. |
| 105 | Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared su.(AR, P-169/45) |
| 106 | Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler.... |
| 107 | Drain |
| 108 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with .... |
| 109 | Filling sand of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. |
| 110 | Cement concrete M-15 grade in foundation and wall as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification. |
| 111 | RCC M20 grade Reinforced Cement Concrete in super-structure complete as per Drawing and Technical Specifications. |
| 112 | Foundation |
| 113 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications . |
| 114 | Providing weep holes in Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (AR, P-264/7) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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