Tender For Construction Of Bridge On Road Achara Bhagawantgad Road At Ch. 4/500Km,(Mrl-04) (To Marde) Tal- Malvan, Dist.- Sindhudurg.
Tender Value
5.58 Crore
Estimated cost
Bid Submission
17 Sep 2026
2 days left
EMD
2.79 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sindhudurg → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Bridge On Road Achara Bhagawantgad Road At Ch. 4/500Km,(Mrl-04) (To Marde) Tal- Malvan, Dist.- Sindhudurg.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Sep-2026 | Terms and Conditions | Terms and Conditions | 17-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 3 | Dewatering on BHP basis by using water pump including diversion of stream, providingcofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using |
| 4 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203_P.C.C grade M 15 |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - M 35 Grade |
| 6 | Providing and laying in situ / ready mix controlled M-45 cement concrete of of trap /granite / quartzite/ gniess metal for reinforced cement concrete caps over piers andabutments including necessary sacffolding plywood/steel formwork, compacting byvibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 7 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III) R.C.C. Grade M 45 |
| 8 | Construction of toe walls for protection of slope as per drawing and technical specification clause 1302.5 |
| 9 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 |
| 10 | Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 |
| 11 | Providing vent holes 100 mm diameter G.I. pipe in the slab and wearing course with iron grill at the top and G.I. pipe at bottom as per drawing etc.complete. |
| 12 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation as per approved drawings and standard specifications etc. complete |
| 13 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (FE 500) |
| 14 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 120 |
| 15 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (FE500) |
| 16 | Providing and fixing neoprene bearing as per detailed drawings etc. complete. |
| 17 | Providing and laying in situ / ready mix M-35 cement concrete of trap /granite /quartzite /gniess metal for reinforced cement concrete block below the bearing including necessary scaffolding,plywood /steelformwork,compactionbyvibrating,finishinginCM1:3andcuring complete (Excluding reinforcement) Using reversible drum type mixer/ concrete batch mix plant (pan mixer) |
| 18 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 19 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 20 | Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. |
| 21 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(Stone /Boulder) |
| 22 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 23 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 24 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 25 | Providing and laying in situ /ready mix M-45 cement concrete of trap/ granite/ quartzite/ gneiss metal for cast in citu R.C.C. solid piers, column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/ steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete, (VSI Sand finely washed), for height upto 5 M (With Concrete Mixer). |
| 26 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC M-45 |
| 27 | Providing and laying in situ / ready mix M 30 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding,compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc )RCC work of Ballast walls & Kerb |
| 28 | Extra for Chiselling in hard rocks including removing and stacking the loose material and disposing the unserviceable materials as directed etc. complete, with Concrete Mixer 1000 mm diameter. |
| 29 | Providing and laying cast in situ/ ready mix M-45 RCC for 1200 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete, and fine agreegates of required specifications (VSI sand finely washed etc.) |
| 30 | Providing and laying cast in situ/ ready mix M-45 RCC for 1200 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete, and fine agreegates of required specifications (VSI sand finely washed etc.) |
| 31 | Providing and laying cast in situ/ ready mix M-45 RCC for 1200 mm diameter bored piles each of load capacity as per design and of specified diameter of as directed, placed through steel shell sunk to the required depth through all strata except rock, excluding provision of reinforcement including placing concrete by tremie arrangement, compaction of concrete and withdrawal of steel shell with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete, an |
| 32 | Providing and casting in situ cement concrete M-45 of trap metal for R.C.C. pile caps as per detailed designs and drawings, including bailing out water manually, centering, formwork, compacting, finishing and curing etc. complete. (Excluding steel reinforcement). Spec. No.: BdF-1 Page No. 297 |
| 33 | Providing, placing and driving in position 6 mm thick permanent M.S. liner upto required depth with 12 mm thick M.S. cutting edge of 0.5 metre length of bottom including fabricating, cutting the M.S. sheet to required diameter and shape, welding the joints and driving with the help of required machineries including all matrials, labour and lift etc. complete. |
| 34 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204ii) R.C.C. grade M 20 |
| 35 | Providing & Supplying corrosion inhibiting admixture in concrete to protect steel bars for all concrete in every part Polyalk CP 293 of approved make & approved by Engineer in charge migrating, non-nitrite based corrosion inhibiting admixture shall be added at a dose of 3 kgs per cum of concrete. The admixture should protect both cathodic and anodic sites and have been accredited by Indian Roads Congress, recommended for use by Ministry of Road Transport & Highways and should have a 4 year track record of use in both the Gulf Region and India. Admixture should have evaluated test reports demonstrating a corrosion rate of zero coulombs after 9 test cycles as per ASTM G 109 when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. PH of admixture should be alkaline in nature, specific gravity of 0.99 – 1.1, colour : brownish. The contractor must intimate the engineer in charge prior to addition in concrete for recording. If the admixture is put in the concrete mix at the batching plant, a written record of the amount of admixture used shall be supplied to the engineer. The engineer must ensure that the specified dosage of admixture is added in the concrete mix. (Material Cost Analysis only) |
| 36 | Cleaning the existing surface by mechanical means such as sand blasting so as to remove all the existing loose rust etc. Cleaning the existing concrete substrate to achieve maximum adhesion between the coating and substrate. Free the surface from loose material, grease and oil by water jet/mechanical means. Dry the surface completely. Providing and applying one coat of Two component, solvent free, substituted long chain nylon reticulant based coating/primer as approved by Engineer in charge. This should be followed by two coats of protective two component, acyclic polyisocyanate reticulant (APR) based, UV resistant coating as approved by Engineer in charge. Apply the coats by brush or spray at 4-6 hours interval between each coat. Manufacturer of the coating shall be Dakks ISO 9001:2015 ccredited for manufacturing and design; & have a track record of supplying the anticarbonation coating internationally. Two Component, Air Drying, Acyclic, Polyisocyanate Reticulant (APR) based coating should have following properties: 1. Carbon dioxide diffusion equivalent air layer thickness (DIN EN 1062-6): > 200 m 2. Carbon dioxide diffusion resistance co-efficient (DIN EN 1062-6): > 1.0 X 10^5 3. Elongation of cured film shall be as per ASTM D 2370/98: > 17 % 4. Chloride Ion Diffusion (ASTM C 1556): > 8.61 X 10^-12 5. The top coat shall have a minimum 5 year track record of use in the weather conditions of the Mumbai region 6. Minimum DFT of the entire coating system: 250 micron 7. Solid content of the base coat material: > 95% 8. Solid content of the top coat material: > 37% 9. The shade of the top coat should be different from the shade of the base anti-carbonation coating. 10. The base anti carbonation coating material shall have evaluated test reports demonstrating conformance to the following properties when tested from a research institution NBA accredited Grade A and internationally ranked among top 5 research institutions in the world in Annual Survey conducted by Georgia Institute of Technology ranking of research institutions. It shall be applied as per manufacturer‘s specification. (If scaffolding is required, same shall be providedand |
| 37 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 |
| 38 | Takingtrialbores75to100mmfor53.0to88.9mmcorediaoverburden(bydiamond drillingmachine)suchassoilofallsorts, soft murum , hard murum and boulders and in soft rock including all materials such as casingpipesandaccessoriesoil,grease, steel,rods, and such other materials as required (including conveying the material to site ofwork) .Preserving the loosesampleinglass jarand core sample serially on site of work and conveying the same to HQ of concernring office as directed. a) over burden 0 to 50 meter. |
| 39 | Takingtrialbores75to100mmfor53.0to88.9mmcorediainrocksasspecifiedbelowincludingallnecessary materialssuchasoil, grease, steel boostanand such other materialsas required (including conveying the material tositeofwork)andPreservingthecoresampleseriallyonsiteofworkandconveyingthesametoHQofconcernringofficeasdirected. Quartzite with diamond drill with Nx Bit 0 to 50 metre |
| 40 | Providing detailed geological reports of proposed site bymaintaining geotechnical investigation of structures tratification collecting soil ,rockand groundwater samples forlaboratory test stoar rive the foundation design parameters. Rock properties such as typeof rock, jointing fractures, etc. completewithsuggestionabout thesitefoundationandremedies |
| 41 | Carrying out load test for 1.5 times the proposed safe working load on the pile in driven position above 900mm diameter including construction of test cap , use of accessories and instruments including providing graphs as per I.S.codeorStd.Specifications and dismantling the test cap after testing and cleaning the site complete. |
| 42 | Chipping and dressing of the R.C.C.piles up to0.60meter including cleaning reinforcement andremoval of dismantled material s u p to a distanceof50meter beyond the building area etc. for providing pile caps.Spec :(As directed by Engineer in Charge |
| 43 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 |
| 44 | Providing and construction of a gabian structure for retaining earth with segments of wire crates of size 7.0 x 3.0 x 0.6m each divided into 1.5 m compartments by cross netting, made form 4 mm galvansed steel wire @ 32Kilogram per 10 One Square Metre having minimum tensile strength of 300Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826 woven into mesh with double twist, mesh size not exceeding 100x100mm, filled with boulders with least dimension of 200mm, all loose ends to be tied with 4mm galvanized steel wire etc. complete. |
| 45 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections |
| 46 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 47 | Construction of embankment with approved materials deposited at site from road way cutting and excavation from drainand foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 48 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading I Material |
| 49 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 50 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the sizeof coarse aggregate not exceeding25mm, ,cement content not tobe less than150kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpaat7days,mixed in a batching plant/ Weigh batch mixer, transported to site with all leadsandlifts,laidwithapaverwithelectronicsensor /bysuitablemeansasapprovedby Engineer-incharge ,compacting with vibratory roller,finishing, curing and including preparation of sub-grade surface if required etc. complete.with fully automatic micro processor based PLC with SCADA enabled reversible DrumType mixer/concrete Batch mix plant (Panmixer) etc. complete. |
| 51 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5mm thick including 1.5 Refractive index reflect orizingglass beads @ 250gm/sqm. Thickness of 2.5 mm isexclusive of surface applied glass beads as per IRC 35:2015.Initial Dry reflectivity RLshallbe>250mcd/sqm/luxmea suredintheinitial 7 day sand sustained reflectivity RL of 100 mcd/sqm/luxand Qdof 100mcd/sqm/lux measur dattheend of 2 years by means of Standard Reflectometer of Zehntner, Easylux ,Delta make capable of measuring RL & QD both according to IRC35:2015clause15.5. The finished surface tobelevel ,uniform, and freefrom streaks and hole scompleteasper directionofEngineer incharge and in accordance with applicable specifications.(ReferMORTHClause803fortechnicalSpecification and Performancefor IRC 35:2015). |
| 52 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 53 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lowerplate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 54 | Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's Eyes made of polycarbonate and ABS molded body and reflective panels with microprismatic lens capable of providing total internal reflection of the light entering the lens face. The markers shall support a load of 16,000 kg tested in accordance with ASTM D4280 Type H and comply with the specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 DO III Dated 11.06.1997.The height, width, and length shall not exceed 50mm, 100mm, and 102+/-2mm, respectively. Each side of the marker shall have a minimum reflective area of 13 sq cm. The slope to the base shall be 35+/-5 degrees. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/-2mm and height not less than 30+/-2mm) from the body shall be a minimum value of 500 kg.Fixing will be done by drilling holes on the road for the shanks to go inside, without using nails, and using epoxy resin-based adhesive as per the manufacturer's recommendation. The installation process shall be completed as directed by the engineer. The contractor shall submit a two-year warranty for satisfactory field performance, including stipulated retro-reflectance of the reflecting panel, to the engineer. |
| 55 | Standard Metal Delineator Supply and Installation of Road delienators ( Road way Delienators ) as per MORT&H clause 806.The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed in confirmation with IRC:79 1981or as directed by engineer in charge.The delineator shall be painted with powder coat of minimum 40 microns thickness forprotection against corrosion, on top of which Type XI |
| 56 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 57 | Metal Beam Crash Barrier - Type A, W: Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m center to center, 1.8m high, 1.1m below ground/road level, all steel parts and fittings to be galvanized by hot-dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clause 810). |
| 58 | Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 . A Retro-reflectorised Traffic Signs |
| 59 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 B Semi Reflective Traffic Signs |
| 60 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Boundary Pillar |
| 61 | Providing and fixing 90 cm x 60 cm Marble plate engraving 10cm . Height letter , figures including painting the lefters / figures with approved colour and shade complete Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 04, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 17, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysTender Documents
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