Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.8 LAccepted-AOC 220 GANPATI ENCLAVE DABWALI ROAD BATHINDA 151001 | BATHINDA | PUNJAB | 151001 | L1 | Accepted-AOC Being lowest bidder | |
| 2 | L2₹17.4 L+₹39,626.50 (2.33%)Rejected-Finance GROUND FLOOR TRACTOR MARKET KAITHAL ROAD ASSANDH KARNAL HARYANA 132039 | KARNAL | HARYANA | 132039 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹19.1 L+₹2.1 L (12.1%)Rejected-Finance | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹19.6 L+₹2.6 L (15.4%)Rejected-Finance | L4 | Rejected-Finance Not Lowest Bidder | |
| 5 | L5₹21.0 L+₹4.0 L (23.4%)Rejected-Finance | L5 | Rejected-Finance Not Lowest Bidder |
Tender Value
₹26.5 L
EMD Value
₹53,000
Closing Date
20 May 2020, 6:00 pmClosed
CWE Bathinda
HQ CWE Bathinda, Bathinda Military Station
SPECIAL REPAIRS TO DRAINAGE SYSTEM AT PIRU SINGH ENCLAVE UNDER GE (NORTH) BATHINDA AT BATHINDA MIL STN
2020_MES_326968_1
CA NO CWE BTD 54 of 2019-20
Open Tender
Civil Works
Item Rate
180 days
Bathinda Mil Station
As per NIT
7 documents required · 7 mandatory
₹500
GE North Bathinda
₹53,000
Yes
4 Jun 2020
20 Feb 2020
21 May 2020
20 Feb 2020
20 May 2020
13 Mar 2020
20 Feb 2020 - 26 Feb 2020
Amount
Excavation in trenches not exceeding 1.5 mtr wide, and not exceeding 1.5 metre in depth in soft / loose soil for foundation of manholes, sewerage pipe lines etc including getting out complete all as specified and directed.
Returning filling in, including spreading , levelling, watering and well ramming in layers each not exceeding 25cm thick in soil complete .
Removal of surplus excavated soil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete.
M & L for salt glazed stoneware drain pipes, grade 'A', laid in trenches and jointed complete for 150 mm internal dia of pipe including demolition and breaking up any size drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.
M & L for concrete bed to 150 mm bore of drain pipes including packing under, and haunching against the sides of the pipes after they are laid and tested; in PCC (1:3:6) type C2 using 40mm graded stone aggregate.
M & L for Brick work using old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:6), including demolition of brickwork built in cement mortar of any type .
All as per item No 06 above but except bricks (Old bricks obtained from demolition shall be used).
M&L for brick work using sub class ‘B’ old size bricks, straight or curved on plan to any radius in half brick thick walls, built in CM (1:4).
M&L for brick work using sub class ‘B’ old size bricks in brick on edge walls (less than half brick thick), built in CM (1:4).
M & L for PCC (1:4:8) type D2 using 40mm graded stone aggregate in foundations, filling and mass concrete complete.
M & L for PCC (1:2:4) type B1 using 20mm graded stone aggregate for manhole benching and coping including necessary formwork complete all as specified.
M&L for rendering 15 mm thick in cement mortar (1:4) on external wall surfaces of brick work or concrete surfaces finishing the surface even and smooth without using extra cement complete all as specified.
M&L for precast cement concrete (1:2:4) type B1 using 20mm graded stone aggregate as in manhole cover, slabs of any thickness/ kerb stone etc, size or shape including necessary form work and set in CM (1:4) complete all as specified including demolition of existing RCC of any description and in position complete.
M & L for TMT bars 10mm dia and over, 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.
All as per item No 14 above but TMT bars 5 to 8mm dia, in stirrups, spacers and binders complete.
S&F 300 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars.
S&F 450 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars.
M&L for machine pressed rubber moulded precast interlocking paver block with grey cement and pigment, factory made, any shape and size, conforming to IS 15658-2006 of 60 mm thickness, made out of M-35 grade & including minimum 25mm thick sand cushioning below interlocking paving block complete laid dry of any description in floors, aprons etc complete all as directed.
M & L for 100 mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base, floor, path, pavings etc.
M & L for PCC (1:3:6) type C1 using 20mm graded stone aggregate as in packing around interlocking paver blocks complete all as specified.
Demolition of PCC (unreinforced) in ground floors and pavings not exc 15cm thickness (below or above ground level) and removing the debris upto a distance exceeding 1 km but not exceeding 2 km etc complete all as specified.
Extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc. (Inner girth shall only be measured)
swarn singh and co.
M/s Abnash Kumar Bholla
M/s Kamal Builders
B D BATRA AND SONS
M/s Balvinder Singh Engineer and Contractors
M/S VERMA BUILDERS & DEVELOPERS
SHARDA ENTERPRIES
KARTIK BUILDERS
stage.html
html • 0.07 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 .