Tender For Periodic Renewal Of Side Shoulders (Using Interlocking Tiles) And Repair Of The Central Verge On The Stretch From Ramganga River (Rampur Road) To Prem Wonderland Bridge. Civil Work.
Tender Value
1.01 Crore
Estimated cost
Bid Submission
26 Sep 2026
12 days left
EMD
2.03 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Moradabad → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Periodic Renewal Of Side Shoulders (Using Interlocking Tiles) And Repair Of The Central Verge On The Stretch From Ramganga River (Rampur Road) To Prem Wonderland Bridge. Civil Work.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift DSR item no. 2.2.1 (Rate 395.30) |
| 2 | Extra for compaction of earth work in embankment under optimummoisture conditions to give at least 95% of the maximum dry density (proctor density). DSR item no. 16.2 (Rate 24.85) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.D.S.R. 2023 Item No. 2.8.1 (Rate 260.30) |
| 4 | Construction of Granular Sub-Base by providing close 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 vibratory roller to achieve the desired density, compacted of work. as direted by Engineering in incharge. stone ballast granullar 53mm to 26.50mm @27.56%,26.5 to 9.5 mm @22.5%,9.5 to 4.75 mm @10%,4.75 mm below @mm below @40% all complete.( Analysis rate) |
| 5 | Providing and laying factory made chamfered edge Cement Concrete paver blocks 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 50 mm thick compacted bed of 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern.. DSR 2023 16.91.2 (RATE-1091.50) |
| 6 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead DSR S.I.No. 15.56/2023 (Rate 54.65) |
| 7 | Providing and laying OF 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources DSR 4.1.8/2023 (Rate 6812.00) |
| 8 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR2023/5.1.2(RATE-9045.75) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete dsr 2023/ 5.9.1(RATE-392.15) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more DSR 5.22A.6 |
| 11 | Brick work with class 150 class bricks of designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) (AS per DAR) OR DSR S.I.No. 6.1.1/2023 (Rate 7846.30) |
| 12 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) DSR 2023 13.4.1 (RATE-357.35) |
| 13 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.DSR S.I.No. 16.42/2023 (Rate 7993.8) |
| 14 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work DSR 2023/13.61 (Rate 155.90) |
| 15 | Providing and Fixing of Flexible Median Markers as per IRC 79-2010 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with florescent yellow color retro-reflective type XI sheeling with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Type XI Florescent Yellow sheeting as per IRC 67 2012 and ASTM D4956-11. The flexible median marker shall have overall height of minimum 180 mm, body thickness of minimum 2mm and shank depth of minimum 30mm The retro-reflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects elc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally The product should bend up to 90 degree on both sides without breakage or damage The product shall be tested for reboundability & tensile test as per IRC 79-2019 and government lab test report shall be submitted along with tender If somehow tender pre qualification condition do not ask for government report then the report shall be submitted to engineer-in-charge before finalization of bill. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge (S.I. No-6 Page No-58 Lucknow-SOR/2020) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysSep 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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