Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-AOC | L1 | Accepted-AOC Being Lowest | |
| 2 | L2₹28.6 L+₹4.3 L (17.8%)Rejected-Finance RZ D 29A GALI NO 05 SYNDICATE ENCLAVE NEAR DABRI MORE NEW DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | L2 | Rejected-Finance Not Being Lowest | |
| 3 | L3₹29.0 L+₹4.7 L (19.2%)Rejected-Finance | L3 | Rejected-Finance Not Being Lowest | |
| 4 | L4₹29.8 L+₹5.5 L (22.5%)Rejected-Finance WZ 199 LAJWANTI GARDEN GALI NO 4 NEW DELHI 110046 | NEW DELHI | DELHI | 110046 | L4 | Rejected-Finance Not Being Lowest | |
| 5 | L5₹31.7 L+₹7.4 L (30.4%)Rejected-Finance 112 AMBALA ROAD NARAINGARH AMBALA 134203 | NARAINGARH | AMBALA | HARYANA | 134203 | L5 | Rejected-Finance Not Being Lowest |
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
14 Sept 2023, 6:00 pmClosed
GE (Central) Delhi Cantt-10
GE (Central) Delhi Cantt-10
PROVN OF 12 GARBAGE BIN AND STORM WATER DRAIN AT SANJAY VIHAR, 1 AHQ SIGNAL REGT AND APS COLONY UNDER AGE B/R-II OF GE (CENTRAL) DELHI CANTT-10
2023_MES_615837_1
GE/C-50/2023-24
Open Tender
Civil Works
Item Rate
180 days
GE (Central) Delhi Cantt-10
As per NIT
9 documents required · 9 mandatory
₹500
Yes
GE (Central) Delhi Cantt-10
₹88,000
Yes
9 Oct 2023
26 Aug 2023
16 Sept 2023
26 Aug 2023
14 Sept 2023
9 Sept 2023
26 Aug 2023 - 9 Sept 2023
Amount
Excavation in trenches not exceeding 1.5 metre wide and not exceeding 3 metre deep and getting out in soft/loose soil, complete all as specified and as directed.
M&L PCC 1 : 4 : 8 type D2 using 40mm graded stone aggregates as in foundation , drains, posts etc complete all as specified by Engineer-in-Charge
M&L form work to footing,plinth beam , column and similar items including edges for rough finished surfaces of concrete flat, etc. complete all as specified and directed.
Supply and fix TMT bars, 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) but not less than 0.9 mm dia conforming to Fe-410 - 0, complete all as specified.
Discription all as above item but 5mm dia and over up to 10mm dia in stirrups and binders omplete all as specified and directed.
Reinforced cement concrete Design mix M-25 using 20 mm graded stone aggregate as in foundation, footing omplete all as specified and directed.
Reinforced cement concrete Design mix M-25 using 20 mm graded stone aggregate as in Columns, beam pillars, piers, posts and struts omplete all as specified and directed.
Returning, filling in, including spreading leveling, watering and well ramming in layers not exceeding 25cm thick, complete all as specified and as directed.
Removing of excavated material (soil) to a distance not exceeding 50 metres and depositing where directed at a level not exceeding 1.5metre high from the starting point, complete all as specified and as directed.
Brick work with old size bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 complete all as specified.
M&L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface with broken stone complete all as specified and directed by Engr-in-Charge.
Plain cement concrete 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in coping , bed plate etc. with slightly chamfered or rounded angles including necessary form work, if any required, and finishing exposed surface even and smooth without using extra cement, complete all as specified and as directed.
Rendering 15mm thick in cement mortar 1:4, on fair faces of brick work or concrete surfaces, surface finished even and smooth without using extra cement including mixing approved liquid water proofing compound as per manufacturer's instructions, complete all as specified and as directed.
S &F Mild steel framed work for joist, channel, angle, or tee sections, fixed dependently without connecting plates, etc. (Cot to ordinary lengths i.e within 20mm of the length indicated), conforming to Fe-410-W (Gde-E-250) quality-A, including two coat of synthetic enamel paint complete all as specified and as directed.
S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete confirming to Gde Fe 410-O or Fe 310-O.
M &L for drain covers with plain faces using RCC 1:2:4 type B1 and set in CM 1:4 including formwork complete all as specified.
S&F DWCPE(SN4) 200mm dia (Internal Dia) pipes,snap fit coupler and rubber ring incl testing and laid and properly jointed laid in trenches to a level on concrete bed complete all as specified.
M&L cement concrete 1:2:4 type B-1 (20mm graded stone aggregate) as in finished floor of 25mm thick, complete all as specified.
M&L for Non - skid Coloured Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but notexceeding 0.18 sqm, in floors etc. set and jointed inneat cement slurry and pointed in white or coloured cement to match over 15mm thick screed bed in CM 1:4 complete all as directed.
S & F 4mm dia galvanised steel wire febric 50x50mm mesh, made up into mattresses or cages, lapped,wired and laid in position complete all as specified.
S & F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws up to six storey bldg complete as specified and as directed.
M&L Glazed ceramic tiles in vertical surface 350x 250x 7 mm/ 450X 350X 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over 10mm thick rendering in CM 1:4 .
SHREE RAM BUILD TECH
S.K. ENTERPRISES
M/S MSD & Associate
J S CONSTRUCTION CO
LAMBA ENTERPRISES
M/s SAAR ENGINEERS
Sanjay Associates
CUCKOO ENTERPRISES
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 .