Tender For Repairs/Maint Of Road Furniture, Road Painting/Marking And Certain Roads/Footpath Burn In Area Of Age B/R- Ii Under Ge (West) Lucknow
Tender Value
1.49 Crore
Estimated cost
Bid Submission
12 Nov 2026
27 days left
EMD
2.24 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Lucknow → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs/Maint Of Road Furniture, Road Painting/Marking And Certain Roads/Footpath Burn In Area Of Age B/R- Ii Under Ge (West) Lucknow
BOQ
| Sl. No. | Item Description |
| 1 | S & F in repair cat eyes with two way solar reflective type with 30 mm length double shank of plastic body of size 100mm x 110mm x 20mm (overall height 50 mm) and with PAMA striplens reflector and weight 164 gram fixed with special epoxy chemical as per manufactures instructions complete all as specified and directed. |
| 2 | M & L for providing and applying 2.5 mm thick road marking strips with 250 gram Glass Beads(retroreflective) of specified shade/colour using hot thermoplastic material by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoes heater, driven by experoenced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dier, seals, oil, grease and foreign material etc, complete as per direction and accordance with applicable specifidactions as per MoRTH specification having Titatnium -10%, Resin-18%, Intermix Glass Beads - 30 % & filler (Calcite) - 42% in proportion complete all as specified and directed. |
| 3 | M & L for metal road delinators made out of 75mm bore medium grade MS pipe of length 80cm embeded with PCC 1:3:6 of size 30cm x30cm x 30cm using 20mm graded stone aggregate 30cm below road level including taking down existing corroded/broken delinators and applying tow coats of synthetic enamel paint over a coat of zinc chrome paint and fixing with high intensity prismatic reflective tapes of 137.5mm width red colour in 2 pieces and 137.5mm yellow/white colour 1 piece alternatively complete all as specified and directed. |
| 4 | M & L for providing and painting complying with IS:164 2023, IRC:35-2015 on old surface and applying two coats of water based paint of approved brand with automatic kerb painting machine (Consumption shall be 1 Ltr for 3 Sqm area) on existing Kerb/RCC Crash Barrier/Parapet Wall, Head walls etc, to give an even shade, after thoroyghly cleaning of the existing surfaces by brooming, water washing the surface to remove all dirt, dust, peeled old paint, mortar drops and foreign matters including preparing the surafce even and smooth by sand paper, if requirted which includes cost of materials, labours, tool and tackles, cost of safety measures at work site,, insurance, statuatory labour compliances, all taxes, duties, cess cost of transportation, loading/unloading etc, complete all as specified and directed. |
| 5 | M & L for providing and painting complying with IS:164 2023, IRC:35-2015 including one coat primer and applying two coats of water based paint of approved brand with automatic kerb painting machine (Consumption shall be 1 Ltr for 3 Sqm area) on existing Kerb/RCC Crash Barrier/Parapet Wall, Head walls etc, to give an even shade, after thoroyghly cleaning of the existing surfaces by brooming, water washing the surface to remove all dirt, dust, peeled old paint, mortar drops and foreign matters including preparing the surafce even and smooth by sand paper, if requirted which includes cost of materials, labours, tool and tackles, cost of safety measures at work site,, insurance, statuatory labour compliances, all taxes, duties, cess cost of transportation, loading/unloading etc, complete all as specified and directed. |
| 6 | S&F aluminium-alloy body Solar stud with following specification :-(a) Solar panel Mono-Crystalline Solar 2.4V/0.3 Watt and having charging capacity at a very low sunlight.(b) Red colour Six Super Bright LEDs with 10000 to 18000 mcd (Millicandela) 8 mm fitted at appropriate height for clear blinking point.(c) 1.2V Ni-MH or Ni-CD rechargeable battery capacity 1300 mAh. LSD (Low Self Discharge technology) fitted inside solar stud.(d) Working time 3 to 4 days successively after the battery is fully charged.(e) Charging time for full charge One full sunny day.(f) Working temperature : 10 to 75 Degree Celcius.(g) Flash rate : 60 to 70 times per minute normally.(h) Brightness sensitive auto-switch, automatically turns on at dusk and turns off at dawn to ensure easy and safe night driving.(j) High visibility LEDs help ensure easy and and safe night driving from a distance of 1000-1100 Meters approx.(k) Solar stud should be free of maintenance and operational in all weather conditions.(i) The PCB board and solar panel should be sealed in Poly Carbonate case for extra waterproofing and high/low temperature protection. The logo of the manufacturer should be embossed on front side of the body to ensure genuinesess.Dimension/Size of the Solar Std should be 125 mmx125mmx25 mm body, with shank height 65 mm (Total height 90 mm including shank)(m) Weight of the Solar Stud should be 650 Gram approx.(n) Minimum 150 gram of a special epoxy chemical should be used per pcs to fix the stud on the road surface. |
| 7 | Taking down old sign board of any description including frame work complete all as specified and directed. |
| 8 | S & F with stainless steel frame including necessary clamps etc retro-reflective double sided road name signboards comprising of 4mm thick aluminium composite panel (ACP) mill finished or PDVF coated or as specified as base board, micro prismatic retro-reflective sheet and electro cut coloured overlay film. The aluminium composite panel (ACP) shall have a thickness of 4mm with 0.5mm thick skin of aluminium on both sides. The ACP shall be routed, folded and fixed on the stainless steel frame with VHB tape, 24mm wide and 2.3mm thick provided through out the length and breadth of the frame including riveting at the right angle face of the frame with pop riveting or with self taping ss screws 5mm dia spaced not more than 300mm center to center ensuring that no reveting is seen on either face of the frame. On the front and back face of the ACP, micro prismatic retro-reflective sheet confirming to Type-XI or IRC: 67:2012 shall be pressure fixed as background sheet which will be over laid with electro cut transparent film of approved make and colour to create a desired road name information message, The rate shall include all materials, labour,equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of Engineer-in-Charge. |
| 9 | S&F 50mm dia and 1.80mm thickness of wall stainless steel pipe for framing of sign board including cuttng, welding and framing of stainless steel structure complete all as specified and directed. |
| 10 | Excavation post holes (or similar holes) in soft/loose soil each n. exc 0.5 Cum, getting out returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm complete all as specified and directed. |
| 11 | M & L for PCC type C-2 (1:3:6) 40mm graded stone aggregate as in foundation filling and mass complete all as specified and directed. |
| 12 | Demolition of PCC (un-reinforced) in ground floors and pavings not exc. 15 cm thickness below or above ground levels complete all as specified and directed. |
| 13 | M & L for hard core of broken stone gauage not exc 63 mm deposited spread and levelled n.exc 15 cm thick watered and rolled /rammed to a true surface complete all as specified and directed. |
| 14 | M & L for plain cement concrete 75 mm thick 1:3:6 type C-2 using 40 mm graded stone aggregate complete all as specified and directed. |
| 15 | M & L for plain cement concrete 1:4:8 type D-2 using 40 mm graded aggregate in foundations / fillings and mass concrete including demolition complete all as specified and directed. |
| 16 | Formwork to edges of concrete flats treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm width rough finished surface of concrete complete all as specified and directed. |
| 17 | M & L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand including demolition of existing stone slabs and tiles of any description or thickness in floors, aprons etc laid dry or laid dry and pointed complete all as specified and directed. |
| 18 | M & L for Chequered cement concrete tiles coloured PU mould 30cmx30cmx20mm thick, jointed and pointed in neat cement slurry with grey cement and no pigment set on 15mm thick cement screed (1:6) slurry and pointed incl white or colour cement to match complete including demolition of existing tiles including bedding etc complete all as specified and directed. |
| 19 | M & L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in roof kerbs, coping, benching etc including weathering slightly rounded or chamfered angles and throating, complete all as specified and directed. |
| 20 | M & L for precast cement concrete (saucer drain) 1:2:4 type B-1 using 20mm graded stone agg as in saucer drains (of any section indicated), with plain fair faces, including chamfers, weatherings, throating etc. and setting in CM (1:4) and pointed in CM (1:3) complete with joints to match complete all as specified and directed. |
| 21 | M & L for Precast cement concrete (kerb stone) type B-1, 1:2:4 (20mm graded stone aggregate), bedded, and jointed in cement mortar 1:4 and pointed in cement mortar 1:3 complete all as specified and directed. |
| 22 | S & F 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints,fixed to wall including bend ,Tee etc complete all as specified and directed. |
| 23 | M&L for Scarifying or picking gravelled macadam (WBM surface) or bituminious macadam surface in area exe 400 sqm ,exc 50 mm deep and not exe 100mm deep complete all as specified and directed. |
| 24 | M&L for Screening road metal, Chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides ofscreen measured) |
| 25 | M&L for 150mm thick Soling (or sub base) with broken boulders or quarried stone, inter sticesfilled, surface formed and rolled and consolidated torequired gradient and camber complete all as specified and directed. |
| 26 | Labour only for 150 mm thick (Compacted thickness) WBM, in two layers with Granite coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread rolled and consolidated to gradient and camber required.Note :-Meterial brought from item No-24 above) |
| 27 | M & L for 150 mm thick (Compacted thickness) WBM, in two layers with Granite coarse aggregate of grading 2 (63 to 40 mm size) or of grading 3 (50 to 20 mm size), spread rolled and consolidated to gradient and camber required complete all as specified and directed. |
| 28 | M&L for preparing unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with mechanical compressor to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 10.0 Kg per 10 Sqm using paving bitumen VG-10 applied with mechanical bouzer complete all as specified and directed. |
| 29 | M&L for preparing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with mechanical compressor and gunny bags to remove all loose dirt etc complete all as specified and directed. |
| 30 | M& L for repair to potholes any depth not exc. 1 Sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc, making good by applying tack coat @ 5 kg per 10 sq m, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings). depth of potholes exc 30 mm complete all as specified and directed. |
| 31 | M& L for applying evenly a priming/ tack coat with bituminous primer using paving bitumen of any penetration at 5.0 Kg. Per 10 Sqmetres applied with mechanical bouzer complete all as specified and directed. |
| 32 | M&L for premix bituminous macadam( consolidated thicknes 75mm or less) with 4 % binder content using paving bitumen of VG-30 grade by weight of total mix laid/rolled and compacted to required camber and gradient complete all as specified and directed. |
| 33 | M&L for Bituminous premix asphaltic semi dense concrete 30mm consolidated thickness with 5.50% binder content by weight of total mix, rolled and compacted to required camber and gradient complete using paving bitumen of penetration VG-30, layed to required camber and gradient with paver and rolled to a uniform smooth surface complete all as specified and directed. |
| 34 | M&L for Bituminous premix asphaltic semi dense concrete 40mm consolidated thickness with 5.50% binder content by weight of total mix, rolled and compacted to required camber and gradient complete using paving bitumen of penetration VG-30, layed to required camber and gradient with paver and rolled to a uniform smooth surface complete all as specified and directed. |
| 35 | Demolition of PCC (un-reinforced) in ground floors and pavings not exc. 15 cm thickness below or above ground levels complete all as specified and directed. |
| 36 | M&L for brick work with sub class bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar 1:6 including demolition of brick work built in cement mortar including precast concrete articles complete all as specified and directed. |
| 37 | M&L for rendering/plaster by using readymix mixture of thickness 12 mm to 15 mm on newly prepared surface and plastering the wall surface with white cement based polymer modified self curing mortar, complete all as specified and directed. |
| 38 | M&L for Reinforced concrete pipes,of dia 200mm class NP-2, laid and jointed complete with collars including demoliton/breaking up of drain pipes of 200mm internal dia (salt glazed ware,AC or reinforced concrete) set in cement mortar Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 27 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 32 daysTender Documents
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