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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | ₹7.7 L | L1 | Accepted-AOC deed complete |
| 2 | L2₹7.8 L+₹2,336.26 (0.30%)Rejected-Finance | ₹7.8 L+₹2,336.26 (0.30%) | L2 | Rejected-Finance L2 Bidder |
Tender Value
₹7.8 L
EMD Value
₹77,875
Closing Date
25 Feb 2026, 3:00 pmClosed
Chief Engineer
Chief Engineer Office, KNN, Motijheel
Repairing of damaged dot nala in front of Vijay Handloom P.road under ward-49 zone-4.
2026_NNKAN_1118281_1
609/AA-4/25-26
Open Tender
Civil Works
Percentage
45 days
ward-49
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹77,875
7 May 2026
21 Feb 2026
25 Feb 2026
21 Feb 2026
25 Feb 2026
21 Feb 2026
barricating of damaged portion with bamboos/ballies with ropes and red cloth etc all complete Barricating of damaged portion with
Dismantling of bituminous road by manual or mechaninal means including disposal of refuser upto 50m etc all complete
Dismantling of BOE Soling/interlocking tiles including stacking of sericable material and disposal of unservicable material witrhin lead of 50m ax per direction of E/L
Earth work in surface excavation by mechanical (Hydraulic excavator)/manual means foundation trenches or drain (not exceeding 1.5m in width or 10sqm on plans, excavated soil and disposal of surplus excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m including dressing and sides und ramming of bottoms, lift upto 1.50m including getting out the all kinds of soil
Add extra for every additional lift of 1.5m or part thereof in excavation/banking excavated or stucked materials. All kinds of soil (from 1.50-3.00Rma)
Add extra for every additional lift of 1.5m part thereof in excavation/Banking excavated or stacked materials. All kinds of soil (from 3.00-4.50Rmt)
Desilting of covered nala in liquid or mud in foul position including lift up to 1.5m etc. all complete
Dewatering of nala by deisel pump including heir charges of pump, pump operator fuel charges, cartage of of pump at site etc all complete.
Making Rundha By Empty Cement Bogs (Gunny Bags) Filled With Local Sand & Tightened Using Sutli And Carriage Up Site Including Etc All Complet
Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in cement mortar 1:4 (1 cement coarse sand)
15mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 find sandl)
Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering, 1:6:12 (1 cement 6 course sand 12 graded Brick aggregate 40mm (nominal size)
Providing and laying in position cement cocrete of specified grade excluding the cost of centering and shuttering - All work up to the plinth level in 1:2:4 (1 cement: 2 course sand (zone-iii): 4 graded stone aggregate 200 mm nominal size
Reinforced cement concrete work in beam, suspended floors, roofs having slope up to 15" landing holconies, shelves, chajjar, lintels bamdr, plam, window sills, stair cases and spiral stair cases above plinth up to floor five, level excluding the cost of centering. shuttering, finishing and reinforcemen, with 1:1.5:3 11 cement 1.5 coarse sand 3 graded
Providing & laying in position specified grade of reinforced cement cocrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level 1:15:3(1 comeni 1.5 course sand 3 graded stone aggregate 20mm
Centering & shuttering including strutting. propping etc and removal of form work (upto 5th floor): Retaining walls, return walls, walls (any thickness) including attavhed pilasters buttersses, plinth and string courses fillets, kerbs, and steps etc
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeupto plinth lovel. Thermo mechanically treated bars of grade Fe-500D or more
Construction of gullypit of 0.60x0.60x0.75 m internal size with jali, labour, T&P etc. required for proper completion of work
Providing, laying and jointing of 300mm dia R.C.C. NP-2 hume pipe with all charges complete
Providing and fixing of Chlorinated polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppit, including all CPVC plain & brass threaded fittings. including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fitting with one step CPVC sovent cement and the cost of cutting chases and making good the same including testing of joints complete as per directed by Engg-in-charge. 100min nominal outer dia pipes
Making connection of pipe to the existing manhole/sewer line etc all complete. Costructing brick masonary manhole inside
Construction brick masonary manhole inside size 900 x 800 and 500mm deep including C.L. Cover frame in cement morair 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand 4 graded stone aggregate 20 mm nominal size). foundation concrete 1:4:8 mix (1 cement:4 coarse sand: 8 garded stone aggregate 40 mm nominal size) inside plastering 12mm thick with cement mortur 1:3 (1 cement: 3 coarse sand) finished with floating cout of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 course sand: 4 graded stone aggregate 20mm nominal size) Finished wita a floating coat of neat cement complete as per standard design.
Extra over size 900 x 800 mm for every additional depth of 0.10 metre or part there of main hole
Brick on edge floor with class-150 brick laid dry joints filled including preparation of base to proper slop etc all complete.
Supplying and filling in plinth with sand under under floors, including watering, ramming cosolidating and dressing complete.
providing, laying, spreading and compacting stone agreegate of specific size to water bound macadam-3 speicfication including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and chamber, applying and brooming requisite type of screening/binding materials to fill up the coarse aggretgates, watering and compacting to the required density.
Construction of granular sub base (GSB) by providing coarse graded material, spreading in uniform layer with mortor grader on prepared surface, mixing by mixin place method with rotovator at OMC and compacting with viberatory roller to achieve the desired density as per clause 401
Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, cuvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of engg-in-charge. (Old CC paver blocks shall be supplied by the department free of cost)
Providing and laying of factory made 80mm thick interlocking cement concrete tiles (30mpa) including 25mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slope, filling joints with local sand including the cost of material, labout T&P etc required for proper completion of work as directed by engg-in-charge
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in poxition to the required line, level and curvature jointed with cement mortar 1:3 (Icement: 3 coarser sand) including making Joints with or without grooves (thickness of Joints except ar sharp curve shall not to mone than 5mm) including making drainage, opening wherever required complete etc. as per direction of Engy-in-charge (Length of finished kerb shall be measured for payment)
Disposal of moorum/building rubbish malba similar unserviceable, dismantled or waste material by mechanical transport including 135.80 loading transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge
Add 18 % G.S.T.
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_2078471.pdf
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Tendernotice_1.pdf
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BOQ_2078471.xls
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