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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹51.3 LAdmitted-Finance JAIN SADAN MAHAL ROAD SHIVPURI DISTT SHIVPURI MP | SHIVPURI | SHIVPURI | MADHYA PRADESH | +8.11% | ₹51.3 L | L1 | Admitted-Finance |
| 2 | L2₹52.2 LAdmitted-Finance | +9.99% | ₹52.2 L | L2 | Admitted-Finance |
Tender Value
₹47.5 L
EMD Value
₹94,990
Closing Date
12 Mar 2026, 6:00 pmClosed
EXECUTIVE OFFICER nagar palika chaksu
EXECUTIVE OFFICER nagar palika chaksu
moksh dvar nirmaan kary hiralal tibara shamashan, aadabhata shamashan, sahkari OIL meel ke pichhe shamshan, IOCL ke paas shamashan, jevanapura dhani ke shamshan, khal ke balaji ke paas shamshan nagar palika kshetr chaksu
2026_DLB_542470_24
NIT 18/2025-26 EO NAGAR PALIKA CHAKSU
Open Tender
Civil Works
90 days
office nagar palika parisar chaksu
Please refer tender documents
2 documents required · 2 mandatory
₹500
EXECUTIVE OFFICE, NAGAR PALIKA CHAKSU AND MD RISL
₹94,990
Yes
1 Apr 2026
27 Feb 2026
16 Mar 2026
27 Feb 2026
12 Mar 2026
27 Feb 2026
Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m
Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 4.10.1.1
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size).
Carriage of Materials by mechanical transport including loading, unloading and stacking Earth
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Hot rolled deformed bars
Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto twostoriesexcluding the cost of centring, shuttering, finishing and reinforcement: including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar M-20 Grade Concrete (1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) -As per design mix) Footing , column, Slab, arc, beam
Grading roof for water proofing treatment with water proofing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification
Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar 1:6 (1 cement : 6 fine/ coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km)
Providing and fixing fine dressed sand stone/approved stone Traditional work as per existing matching geometrical design including moulding work with fine finishing, fixing with thambli by proper adhesive and white cement with pigment including making groove etc. complete in all respect.
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