Tender For Maintenance/ Upgradation Of Drains And Roads No-21, 23, 24, 25, 26 At I.A. Sikandrabad Site-C Agra Distt- Agra.
Tender Value
2.24 Crore
Estimated cost
Bid Submission
06 Aug 2026
5 days left
EMD
5.29 Lakhs
Bank guarantee accepted
Document Fee
6076
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Agra → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Maintenance/ Upgradation Of Drains And Roads No-21, 23, 24, 25, 26 At I.A. Sikandrabad Site-C Agra Distt- Agra.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling manualy means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: (bituminous road.) |
| 2 | Dismantling Brick work/ Tile work/ Rubble Masonry/ Pitching/ etc by Manual Means. |
| 3 | Earth work in filling by cartage Earth Work including Labour T&P Cartage etc, complete as per directed by the Engineer-In-charge. |
| 4 | Excavation in foundation in ordinary soil (Loam,Clay or sand) Including lift upto 1.5 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removel and disposal earth as directed by the Engineer-In-Charge upto a distance of 30m from the foundation trenches .Manual (Small work) |
| 5 | 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 ONIC, arrd compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification clause 401.Rate as per SOR Agra Circle S.No 401 |
| 6 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to 15:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller. finishing and curing etc. complete as per direction of Engineer-in-charge. |
| 7 | Providing and laying Spreading and compacting graded stone agrregate to wet mix mecadam specification including premixing the material with water at OMC in mechanical mix plant carriege of mixed materialby site laying in uniform layers with paver in sub /base course on well. |
| 8 | Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. 80 mm (Rubber moulded coloured) |
| 9 | Construction of Un-reinforced,plain cement concrete pavement over a prepared sub-base with 43 grade cement or any other type as per Clouse 1501.2.2,M-30(Grade)coarse and fine aggregate conforming to IS 383,maximumsize of coarse aggregate not exceeding 25 mm ,mixed in a concrete mixer of noty 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 plates vibrator and finished in continous operation including and constructional joints applying debonding strip,primer,sealant,near approaches to bridge/culvert and construction joint,admixer as approved curing of concrete slabs for 14 days,cuiring compound (where specified)and water finished to lines and grades as per drawing and technical specification clouse 1501.(for Agra) |
| 10 | Reinforcement Cemnet concrete (M-25) in Sub Structure omplete as per Drawing and Technical Specification Clouse 1500,1700 & 2100 |
| 11 | Steel reinforcement R.C.C work ready to use \\"cut and bend \\"rebars of approved make from factory/workshop to construction site including placing in position and biding all complete upto plinth level. |
| 12 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 13 | Providing and applying Prime Coat with bitumen VG-10 on prepared surface of granular base including clearing of raod surface and spraying primer at the rate of .70 Kg/sqm using mechanical meanc |
| 14 | Providing &laying dense garded bitumenous macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with the bituminous VG-30 binder @4 percent by weight pf total mix and filler ,transporting the hot mix to work site ,laying with the hydrostic paver finisher with sensor control to the required grade , level and alignment rolling with smooth wheeled vibratory and tendam rolloers to achieve the desired compaction a per MoRT&H Specification Clouse 505 Complete in all respects. |
| 15 | Providing and applying tack coat with bitumen VG-10 using Bitumen ,pressure distriubutor @ 0.2kg per sqm on the prepared bitumenous /granular surface cleaned with mechanical broom. |
| 16 | Providing & laying bituminous concrete with higher capacity batch type hot mix plant using crushesed aggregate of specified grading premixed with bituminous binder @ 5% of mix and filler , transporting the hot mix to work site laying with a hydrostatic paver with sensor control to the required grade ,level and alignment ,rolling with smooth wheeled , vibratory and tandem rollers achieve the desired compaction as MoRT&H Specification Clouse 507 complete in all respects. (30mm Thick). |
| 17 | Providing and laying of hot applied thermoplastic compound 2.50 mm thick including reflecturing glass beads@ 250 gm persq. mtr. Area thickness 2.50 mm is exclusive of surface applied glass beads as per !RC- 35 the finished surface to be level, uniform and free from streaks and holes. |
| 18 | Supply & Fixing ofraised pavement markerwith made ofPlastic body of RPM/R?ad Stud Shall be moulded from ASA (Acrylic Styrene Acrylonitrfle) or HIPS(High-lmoact Polystyrene) orAcrylonitrite Butadien Styrene (ABS) or any other suitable material approved by the Engineer. The Marker shall support a load of 13.635 kg tested in accordance with ASTM D4280. The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mould of methyl methecrylate confirming to ASTM D788 of equivalent. The slop or retro-reflecting surface shall preferably be 35-+-1-5 degree to base and the area of each retro reflecting surface shall not be less than 13.00 sq.cm. the marker height shall not be less than 10mm and shall not exceed 20 mm & width shall not exceed 130 mm.The base of the marker shall not be flat within 1.3 mm all road studs shall be legibly marked with the name, trade or other means of identification of the manufacture. epoxy installations.excess adhesive around the edge of the marker, excess adhesive on the payment and adhesive on the exposed surfaces of the markers shall be immedietly removed. The contractor shall submit a two year warranty for staisfactory field performance including stipulated retro reflectance of the reflecting panel, to the Engineer. In addition a two year warranty for satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of refelective road markers. In case the markers are displaced, damaged, get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer, at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentials all complete as perdirection ofthe Engineer-in-Charge. RPM (with shank) Rate taken as per S |
| 19 | Plain Cement Concrete (PCC Grade M-15) in open Foundation Complete as per drawing and Technical Specification . Clouse 1500, 1700 & 2100. |
| 20 | Brick mesonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification clauses 1300 |
| 21 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 22 | Plastering with cement motor (1:3) on brick work in sub structure complete as per drawing and technical Specification Clouses 1 1300 & 2200. |
| 23 | Providing and laying damp proof coarse 40mm thick with cement concrete 1:2:4(1 cement :2 coarse sand:4 graded stone aggregate 12.5 mm nominal size). |
| 24 | Genrator-2.5 KVA |
| 25 | Hire charges of pump set of capacity 4000 liters/hour Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysAug 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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