Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-AOC | ₹37.4 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹40.5 L+₹3.1 L (8.22%)Rejected-AOC 411 STREET NO 4 PANCHVATI NAGAR BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | ₹40.5 L+₹3.1 L (8.22%) | L2 | Rejected-AOC Other Than Lowest Bidder |
| 3 | L3₹40.6 L+₹3.2 L (8.62%)Rejected-AOC H NO 312 B D C OPP PLOT NO 23 TRANSPORT AREA SECTOR 26 CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹40.6 L+₹3.2 L (8.62%) | L3 | Rejected-AOC Other Than Lowest Bidder |
| 4 | L4₹42.1 L+₹4.7 L (12.5%)Rejected-AOC HOUSE NO 44 MASTER COLONY SATROD KHAS HISAR HARYANA 125044 | HISAR | HISAR | HARYANA | 125044 | ₹42.1 L+₹4.7 L (12.5%) | L4 | Rejected-AOC Other Than Lowest Bidder |
Tender Value
₹44.7 L
EMD Value
₹89,320
Closing Date
3 Jun 2025, 6:00 pmClosed
GE CHANDIGARH
GE CHANDIGARH N AREA OLD AIRPORT CHOWK CHANDIGARH 160003
GE/CHD/T-05/2025-26 SPECIAL REPAIRS TO DRAINAGE SYSTEM AT K AREA UNDER GE CHANDIGARH
2025_MES_706208_1
GE/CHD/T-05/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
ZIRAKHPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE CHANDIGARH
₹89,320
Yes
23 Jul 2025
1 May 2025
5 Jun 2025
1 May 2025
3 Jun 2025
21 May 2025
2 May 2025 - 10 May 2025
Amount
Demolition of Brickwork or stone/boulder masonry, built in lime mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stonework and precast concrete articles or any other descrption etc including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.
Demolition of cement concrete (reinforced) (reinforcement cut as required to facilitate demolition) as in roofs, floors (other than ground floors) beams, slabs, staircases, landing, chajjas and similar suspended work complete all as specified and directed by Engineer-in-Charge.
Demolition of Cement concrete unreinforced as in Ground Floor and paving n. exc. 15cm thick (above or below G.L.) complete including disposal of unservicable rubbish outside Cantt area all as specified and directed by Engineer-in-Charge.
Excavation in trenches in soft/loose soil not exceeding 1.50 meter wide and not exceeding 1.5 meter in depth; for foundation or for shafts, wells, cesspits, manholes, pierholes, etc. not exceeding 10 sq. m on plan and getting out complete all as specified.
Earth work in excavation in soft/loose soil over areas exc 1.5 m in width as well as 10 sqm on plan) including getting out depth not exc 1.5 mtr all as directed by Engineer-incharge complete, all as specified.
Earth work in excavation in soft/loose soil over areas exc 1.5 m in width as well as 10 sqm on plan) including getting out depth exc 1.5 mtr but not exc 3.0 mtr, all as directed by Engineer-incharge complete, all as specified.
Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands,plinth courses, string courses,lacing courses, parapets and railings upto 60 cm in height,copings, kneelers, apex stones,bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed with and including using necessary use and waste of formwork complete all as specified and directed by Engineer-in-Charge.
Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in surface channel/drains inside the manholes and the like including weathering, slightly rounded or chamfered angles and throating with and including using necessary use and waste of formwork for fair finished surface complete all as specified and directed by Engineer-in-Charge.
Reinforced concrete pipes 600 mm bore, class NP2, laid in level or to falls in trenches, etc.or on concrete bed or directly on hard ground as indicated and making joints and testing as specified complete with collars.all as directed by Engineer-in-Charge.
Plain cement concrete (1:4:8) type D-2,using 40 mm graded stone aggregate as in foundations, filling and mass concrete, sub base etc complete all as specified and directed by Engineer-in-Charge.
Reinforced Cement Concrete nominal mix 1:1.5:3 type B-1 using 20mm graded mechanically crushed stone aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-Charge.
TMT steel bars 10mm dia and over, of grade Fe-500D cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge.
Use & waste of form work for rough finished surface to soffit of suspended slabs such as roof slabs, floor slabs, landing, chajja and similar work n.exc 200mm thick (horizontal or sloping) complete, all as specified and directed by Engineer-in-Charge.
Use & waste of form work for rough finished surface to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete, all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25 cm thick each,excavated soil in soft/loose soil, complete, all as specified and directed by Engineer-in-Charge.
Removing of surplus soil/ excavated material to a distance exceeding 1.5 kilometre but not exceeding 5.0 kilometre and depositing where directed at a level not exceeding 1.5m above the starting point outside MOD land complete, all as specified and directed by Engineer-in-Charge.
Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.
Brick work with sub class 'B' bricks, class designation 100, old size bricks, straight or curved on plan exceeding 6.00 metre mean radius built in cement mortar 1:4 except bricks complete all as specified and directed by Engineer-in-Charge.
Rendering 15 mm thick in cement mortar 1:4, on fair faces of brick or concrete surfaces , trowelled to even and smooth surface without using extra cement, complete all as specified and directed by Engineer-in-Charge.
Mild Steel Framed work as in guard bars/grills, gratings, etc.. with ends of bars shouldered/welded and/or riveted, or forged into spikes; framed guard bars/grills conforming to Fe-290 (Gde E-165) complete all as as specified and directed by Engineer-in-Charge.
Note: For the purpose of arriving at lumpsum amount, the amount of credit schedule i.e Sch 'A' section II (i.e Rs 7500.00 shall be deducted from the total amount arrived.
Total of Schedule 'A' Rs.
M/s Super Trading Corporation (BID ID -3310458)
OJHA ENTERPRISES (BID ID -3312186)
m/s AR Construction co (BID ID -3312254)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .