Tender For Repair To Certain Road And Road Side Furniture Under Aor Of Age B/R-I Under Ge (West) Bareilly
Tender Value
45 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
18 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair To Certain Road And Road Side Furniture Under Aor Of Age B/R-I Under Ge (West) Bareilly
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: COMMANDER WORKS ENGINEER BAREILLY Name of Work: REPAIR TO CERTAIN ROAD AND ROAD SIDE FURNITURE UNDER AOR OF AGE B/R-I UNDER GE (WEST) BAREILLY Contract No : CWE / BLY / GE(W) /90 OF 2026-27 Bidder Name : SCHEDULE A(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Sl.No. Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | M&L for repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) complete all as specified and directed. |
| 3 | M&L for premix bituminous, macadam with binder content of 4% by weight of total mix using paving bitumen VG-30 grade, laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) complete all as specified and directed. Note- (i) Aggregates for Bitumnous works shall confirm to clause No 20 B 2.5 of SSR 2009 (Part-I (Specifications) with the following constrants :-Aggregate passing 26.5 mm IS Sieve- 100%Aggregate passing 13.20 mm IS sieve-60% to 80%Aggregate passing 4.75mm IS sieve-20% to 30%Aggregate passing 2.36 mm IS sieve-5% to 10% |
| 4 | M&L for Preparing of black top bituminous surfaces by brushing with brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat of bituminous primer using paving bitumen (VG-10) at the rate of 5 Kg per 10 Sqm of road surface complete all as specified and directed. |
| 5 | M&L for bituminous premix asphaltic semidense concrete 30mm consolidated thickness with 5.5% binder content of paving bitumen (VG-30 grade) by weight of total mix, rolled and compacted, mixed in mechanical hot mixed plant and premixed material, laid with mechanical paver finished including rolling to required camber and gradientvcomplete with 8 to 10 Tonne power roller to required compaction complete all as specified and directed. Note: (i) Design mix for SDAC shall be carried out through an authorised testing lab and the cost of testing shall be included in quoted rate. (ii) Aggragates for Bituminous works shall confirm to clause No 20B 2.5 of SSR, 2009 Part-I (Specifications) with the following constraints:- Aggregate passing 13.2 mmIS Seive- 100% Aggregate Passing 5.60mm IS Seive- 40% to 50% Aggregate passing 2.8mm IS Seive- 30% to 35% Note for item No 2 & 4 :- Based on job formula , in case the binder content (i.e. Bitumen)is less than the content specified under these items then a minus adjustment @ 40/- per Kg of bitumen (less consumed ) shall be appllied on the quoted rate of contractor against these items , hence the qouted rate of contractor shall be reduced based on less content of bitumen required as per job mix formula. However, no price adjustment on plus side shall be made for increase of quantity of bitumen in case of required as per job mix. |
| 6 | S&F in replacement 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. |
| 7 | S&F cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/ 0.3 watt one NI-ed rechargeable battery (1.2V/ 1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions etc. complete all as specified and directed. |
| 8 | S&F in replacement metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed |
| 9 | M&L for preparation of old painted brick or concrete surfaces (kerb stone etc) of any description, not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint complete all as specified and directed. |
| 10 | M&L for painting lines, dashes, arrows, letters etc on roads, pavements and like etc exc 10cm wide with road marking paint, white or golden, yellow complete all as specified and directed. |
| 11 | Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed. |
| 12 | M&L for 75 mm thick cement concrete, type C 2, 1:3:6 (using 40 mm graded stone aggregate) as in sub base of floor complete all as specified and directed. |
| 13 | S&F rubber moulded interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade bedded over 25 mm thick sand cushion including filling the joint with sand complete all as specified and directed. |
| 14 | S&F in replacement rubber speed breaker made from heavy duty rubber and polythylene with high resistance wear and tear property, height 3\\" for speed restriction, colours black and yellow combination, High reflective mark showing arrows in white marked on both side of yellow and black pieces, each side having end cap of size 250x500x75mm and middle size of the speed breaker as 500x500mm with four holes fixed with epoxy and heardner and bolts with epoxy and hardener as per manufacturers instructions complete all as specified & as directed. |
| 15 | Scarifying or picking gravelled macadam or bituminous macadam surfaces in area exc 400 sqm include raking over and grading the broken up surfaces exc 50 mm and n exc 100 mm deep to the proper camber etc. complete all as specified and directed. |
| 16 | M&L for 7.50 cm thick (compacted thickness) WBM, with coarse aggregates granite trap basalt of grading 3 (50 to 20 mm size), spread, rolled and consolidated to gradient and chamber required complete all as specified and directed. |
| 17 | M & L for applying evenly a priming/tack coat with bituminous primer @10 kg per 10 Sqm using 80/100 paving bitumen VG 10 grading all as specified and directed. Total in Figures 0.0 23 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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