Tender For Repair/Maint Of Black Top Road And Replacement Of Road Furniture At Amn Depot And Gsfr And Rep/Maint Of Storm Water Drain,Cover Slabs, Damaged Culvert & Retaining Wall And Associated Maintenance Wrks At Otm Accn And Surrounding Areas Of Zo
Tender Value
Ref. Documents
Estimated cost
Bid Submission
18 Sep 2026
20 days left
EMD
88000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganjam → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/Maint Of Black Top Road And Replacement Of Road Furniture At Amn Depot And Gsfr And Rep/Maint Of Storm Water Drain,Cover Slabs, Damaged Culvert & Retaining Wall And Associated Maintenance Wrks At Otm Accn And Surrounding Areas Of Zone B Under Ge (I) Gos.
BOQ
| Sl. No. | Item Description |
| 1 | Scarifying or picking Gravelled Macadam or Bituminous Macadam surfaces in area n.exc 400 Sqm and exc 50 mm and not exc 100 mm deep complete all as specified and as directed. |
| 2 | M&L for applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre of paving bitumen (VG-10) complete all as specified and directed. |
| 3 | M&L for premixed bituminous macadam with 4% binder paving bitumen (VG-30) content by wt. of total mix laid/ rolled and compacted to required gradient and camber consolidated thickness 75 mm thickness or less, and rolled with power roller 8 to 10 Ton complete all as specified and directed.Note:- Job Mix formula as per MORTH Specification shall be got done from the accredited Govt's approved lab and cost there on shall be born by the contractor. Bitumen content indicated in description shall be minimum however actual requirement of bitumen binder in plus side shall be as per Job Mix formula. Work shall be executed after approval of Job Mix formula by GE. |
| 4 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces using heavy duty air compressors to remove all loose dirt etc complete all as specified and as directed. |
| 5 | M&L for applying evenly a priming/tack coat with bituminous primer @ 05 Kg/10 Sqm over existing surfaces using paving bitumen VG-10 by mechanical sprayer etc complete all as specified and directed. |
| 6 | M&L for 40mm thick (Consolidated thickness) bituminous premixed Semi Dense Asphaltic Concrete(SDAC) with 5.5% binder content (VG-30) by weight to total mix, Mixed in automatic hot mix plant, laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient with 8 to 12 tonne capacity power roller to a uniform smooth surface complete all as specified and as directed.Note :- The actual requirement of binder shall be as per the job mix design and the tests specified. However quantity of bitumen from the mix design found more than specified 5.5%, the same shall be provided with no extra cost to the Govt. In case binder content found to be less than 5.5% as per mix design, the same shall be regularised as per actual mix design with minus price adjustment for less bitumen at market rate at the time of execution. The quantity of 5.5% mentioned is exclusive of any wastage and no wastage shall be taken into account for the purpose of above adjustment.Note :(a) Hot roling to be carriedout through Tandom roller and when temprature fallen upto 60 degree centigrate rolling to be carried out through Pneumatic Tyre (PTR) for filling of voids and better compaction.(b)Job Mix formula as per MORTH Specification shall be got done from the accredited Govt's approved lab and cost there on shall be born by the contractor. Bitumen content indicated in description shall be minimum however actual requirement of bitumen binder in plus side shall be as per Job Mix formula. Work shall be executed after approval of Job Mix formula by GE. |
| 7 | M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. |
| 8 | S & F in repair solar cat eye aluminium alloy (100 % water proofing design according to 65) of size 125 mmx125 mmx25 mm (shank 65 mm) of high efficiency Mono rystafie solar panel 2.4V/.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10000 to 18000 mcd completed all as specified and directed |
| 9 | S & F in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed |
| 10 | S&F in repair \\"Sparkle road side delineators with tri colour reflector and 150mm wide reflectro radium sticker pasted over painted MS pipes approx 100mm dia and 100 cm long fixed in cement concrete bedding 150mmx150mmx300mm, 1:3:6 type C-1 (using 20 mm graded aggregate incl necessary earth work complete all as specified. |
| 11 | S&F in repair Road safety poly carbonate convex mirror 100cm dia encased in ABS materials, orange colour for outdoor installation including 3.0m long and 75mm dia MS pipe as stand, fixed to ABS frame with proper fixing arrangement (Stand painting with two coats of synthetic enamel paint over one coat of red oxide primer fixed on ground in PCC block of size 45x45x50cm of PCC 1:2:4 type B-1 (Using 20mm graded crushed stone aggregate) and including necessary excavation earth work and removal of soil to a distance n. exc. 50m complete all as specified and as directed. |
| 12 | S&F in repair plastic speed bumb of ABS material speed breaker/rubber rumbler of size L 250mmxW 500 mmxH 50 mm fixed with metallic bolt of suitable size embedded in epoxy as per manufacturer’s instructions complete all as specified and directed.Note:- Holes in road shall be drilled with drill machine and necessary cleaning of hole shall be done with blower prior to install the road stud. |
| 13 | Dismantling of AC/GI plain/Corrugated / semi corrugated roof sheets any type and any size complete all as specified and directed. |
| 14 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified and directed. |
| 15 | M&L for machine cut kota stone slab flooring 18- 20 mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete including 20mm thick screed bed in CM 1:6 complete all as specified and as directed. |
| 16 | M&L for machine cut kota stone slab18- 20 mm thick as in dado, riser, steps and the likes laid over and including rendering 15mm thick in CM 1:4 for bedding layer complete all as specified and as directed. |
| 17 | Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed. |
| 18 | M&L for walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed. |
| 19 | M&L old size Brick work using fly ash bricks straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified and directed. |
| 20 | M&L Pre-cast cement concrete block masonry type B1 1:2:4 (20mm graded aggregates) with solid blocks, exc. 10 cm in width and setting in mortar, complete |
| 21 | Dismantling structural steel work including doors, gates but excluding framed truss etc complete all as specified and as directed by Engineer-in-Charge. |
| 22 | S&F Mild steel work in tubular poles & trusses (framed) including purlins,rafters and special shaped washer etc complete using ERW or induction butt welded tubes confirming to IS-1161-1979 grade St-240 complete all as specified and as directed by Engineer-in-Charge. |
| 23 | S & F steel Fe-410-W (Gde 250 Quality-A) work in tubular stanchion/post including special shaped washer etc. complete using one of more tubes or induction butt welded tubes conforming to IS-1161- 1979 grade St.-240 complete all as specified and directed. |
| 24 | S&F mild steel work Fe-410-W (Gde 250 Quality-A) in Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment complete all as specified and as directed by Engineer-in-Charge. |
| 25 | M&L for MS Framed work of Fe 410 W (Gde-E-250) Quality A, as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete |
| 26 | M&L for preparation of new/old or previously untreated surfaces of steel of any description, over 10cm in width or girth and apply two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 27 | Excavation in post holes (or similar holes) each n exc. 0.5cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layer n.exc. 25cm complete all as specified |
| 28 | Demolition of cement concrete unreinforced in ground floor and paving not exc 15cm thick (below or above ground level) complete all as specified and directed. |
| 29 | M & L P:C:C 1:4:8 Type D2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. |
| 30 | M&L for 100 mm thick Cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base complete all as specified and directed. |
| 31 | M&L for 50 mm thick Cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring incl finished cement concrete surface even and smooth complete all as specified and directed. |
| 32 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in floor 100 mm thick surface finished even and smooth complete all as specified and directed. |
| 33 | M&L for PCC 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in floor 25 mm thick surface finished even and rough to receive the topping layer complete all as specified and directed. |
| 34 | M&L for PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified and directed. |
| 35 | Material and labour for 75mm thick PCC 1:3:6 Type C2 (40mm graded stone agg) as in plinth protection, surface is to be finished even and fair without using extra cement complete all as spd and directed |
| 36 | M & L PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring benching, roof kerbs or mud stops rounded or chamfered on edges including necessary use and waste of form work complete all as specified and as directed. |
| 37 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5 m clear span, coping, benching, bed block, lintel band, plinth courses etc and similar work including weathering,slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed. |
| 38 | M&L for Pre Polished Chequered cement concrete tiles of size 200 mm x 200 mm x 25 mm thick set jointed and pointed in neat cement slurry in floor and cut and polished with grey cement and pigment, including 20 mm thick screed bed in CM 1:4 complete all as specified and directed. |
| 39 | M&L for Vitrified Parking Tiles of size 300 mm x 300 mm x 10 mm thick set jointed and pointed in neat cement slurry in floor and cut and polished with grey cement and pigment, complete all as specified and directed. 20 mm thick screed bed in CM 1:4 complete all as specified and directed. |
| 40 | M&L for Screed bed or bedding layer of mortar 15 mm thick for laying floorfinishes complete all as specified and directed. |
| 41 | S&F machine pressed precast concrete Pre Polished interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed. |
| 42 | M&L for sand cushioning including spreading in layers and rolled consolidated to thickness of 50mm (minimum) for receiving precast PCC interlocking blocks complete all as specified and directed |
| 43 | Dismantling posts or struts (wood, steel or RCC) any section,concrete ,brick work ,massonery etc . including taking out embedded portion and making good disturbed ground complete all speciified and directed |
| 44 | Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed |
| 45 | M&L TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 46 | Ditto all as Item No-45 above but 6 to 8mm dia as in stirrups |
| 47 | S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 10cm and n exc 15cm long and dia of neck 11 mm to 15 mm |
| 48 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified. |
| 49 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in Cement concrete in surface channels and drains surface finished even and smooth complete all as specified and directed. |
| 50 | M&L hard core gauge n.exc 63 mm deposited spread & levelled in layars n exc 15 cm thick watered & rammed in a true surface using broken stone or boulder . |
| 51 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface of wall and to be finished even and smooth with out using extra cement complete all as specified and directed |
| 52 | M&L for rendering 15mm thick in CM 1:6 on other than fair faces of brick work or concrete surface of wall and to be finished even and smooth with out using extra cement complete all as specified and directed |
| 53 | Supply only integral water proofing compound all as specified and directed. |
| 54 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for and removal of rubbish from site complete all as specified and directed |
| 55 | M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:4 complete all as specified and directed. |
| 56 | S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) |
| 57 | S & F of angle iron and flat iron as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc.and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed. |
| 58 | Dismantling fencing wire mesh any size or type,and removing the site complete all speciified and directed |
| 59 | S&F PVC insulated chain link fencing including line wire of size 3.15 mm dia and 100x100 mm mesh made up in mattresses or cases, lapped wire and laid in position to RCC fenccing and straining and fixing to any type of posts, straining bolts, standard bolt, incl securing or tying at crossing with and including provision of galvanized mild steel wire sraples or steel pins etc complete all as specified and directed (each line of wire to be measured for the purpose of payment) |
| 60 | S&F Flat Iron strip for securing chain link fencing with RCC posts incl drilling holes, notching for wire etc. for inserting bolts incl all necessary drilling, bolting or riveting etc. complete |
| 61 | Form work to sides of concrete foundations, footings, bases of columns, raft and rafts beams, sides and soffits (in any ) of foundation and plinth beams etc and similar work, vertical or to batter for Fair finished surfaces complete all as specified and directed. |
| 62 | M&L for two coats of white wash on previously untreated (new)/old surface of RCC posts or bk wall incl preparation of surface complete |
| 63 | M&L for 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms, oval shape WHB, wall claddings and the likes; in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.. |
| 64 | M&L Mild steel, plain, 1.25 mm thick sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified and directed. |
| 65 | Excavation in trenches, n exc 1.5m wide and n exc 1.5m in depth for fdn,etc.n. exc 10sqm on plan and getting out in soft/loose soil. |
| 66 | M&L for PCC 1:3:6 type C-2 (using 40 mm grade stone agg) as in foundation filling and mass concrete complete all as specified and directed. |
| 67 | M&L RCC M-30 in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete. |
| 68 | M&L RCC M-30 in Columns, pillars, piers, posts and struts etc; |
| 69 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finished surface . |
| 70 | Formwork to sides of pillars, posts, struts, piers, columns, and stanchions and similar work; for fair finished surface . |
| 71 | M&L for preparation of newly plastered surfaces and applying two coats of cement base paint over a coat of primer etc complete all as specified and directed. |
| 72 | M&L for preparation of new steel or iron surfaces Surfaces over 10cm in width or girth and applying two coats of synthatic enamel paint over a coat of red oxide zinc chrome primer . |
| 73 | M&L providing precast cement concrete louvers and jallies, 50 mm thick (measured solid) of type B0 1:2:4 (12.5 mm graded aggregate) set in cement mortar 1:4 including all mouldings but excluding frame complete all as specified and directed by Engineer-in-Charge. |
| 74 | S&F 18 Gauge stainless steel (SS Grade- 304) Railing on stair case having 2\\" Top Horizontal main rail, 3x20 mm dia horizontal sub rail, 900 mm height 1.5\\" Vertical Support left every two steps complete all as specified and directed. |
| 75 | Taking down cement plaster any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed. |
| 76 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface of wall and to be finished even and smooth with out using extra cement complete all as specified and directed |
| 77 | Supply only integral water proofing compound all as specified and directed. |
| 78 | Preparation of Newly Plastered surfaces and applying two coat of Cement Base Paint on walls all as specified and directed by Engineer-in-Charge. |
| 79 | M&L for Preparation of old surfaces of Wall and applying one coat of Cement Base Paint on walls all as specified and directed by Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysSep 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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