Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-AOC | ₹2.9 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.9 Cr+₹1.9 L (0.67%)Rejected-Finance VARAD PLOT NO 11 DURGA NAGAR KAMATHWADE NASIK 422010 | NASHIK | MAHARASHTRA | 422010 | ₹2.9 Cr+₹1.9 L (0.67%) | L2 | Rejected-Finance Other than L1 |
| 3 | L3₹3.0 Cr+₹10.4 L (3.59%)Rejected-Finance | ₹3.0 Cr+₹10.4 L (3.59%) | L3 | Rejected-Finance Other than L1 |
| 4 | L4₹3.1 Cr+₹16.4 L (5.66%)Rejected-Finance | ₹3.1 Cr+₹16.4 L (5.66%) | L4 | Rejected-Finance Other than L1 |
| 5 | L5₹3.5 Cr+₹57.2 L (19.8%)Rejected-Finance FLAT NO 401 TULSANI HEIGHTS 4TH FLOOR GREEN PARK SOCIETY AKURDI GURUDWARA TO WALHEKAR WADI ROAD CHINCHWAD PUNE 411033 | PUNE | MAHARASHTRA | 411033 | ₹3.5 Cr+₹57.2 L (19.8%) | L5 | Rejected-Finance Other than L1 |
Tender Value
₹3.2 Cr
EMD Value
₹4.0 L
Closing Date
29 Oct 2021, 6:00 pmClosed
Chief Engineer Pune Zone
Chief Engineer Pune Zone Dakshin Kaman Marg Camp Pune 411001
CONSTRUCTION OF RETAINING WALL NEAR UNDERPASS SITE AT PUNE
2021_MES_474142_1
84520E8
Open Tender
Civil Works
Item Rate
270 days
GE(I)(P) CH PUNE
Class A category a(i)
7 documents required · 7 mandatory
₹2,000
GE (I)(P) CH Pune
₹4.0 L
Yes
23 Nov 2021
9 Sept 2021
1 Nov 2021
10 Sept 2021
29 Oct 2021
12 Oct 2021
10 Sept 2021 - 4 Oct 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator) over areas for the following strata (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out, dressing/trimming sides and levelling/grading and ramming of bottoms of excavation, as required, complete, as directed by Engineer-in-charge for the following strata :-
Soft / loose soil
Hard/dense soil
Hard rock where blasting is prohibited.
Excavating in trenches, not exceeding 1.5 metre wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. not exceeding 10 sq m on plan and not execeeding 1.5 metre in depth in hard rock, if blasting of hard rock is prohibited or impracticable owing to special condition of the site, etc., and use of mechanical plant is not possible and therefore chisel cutting of hard rock is ordered by a written order of the GE, which shall include provision of pneumatic concrete breakers, chisels, wedges, etc., for the execution of the work and getting out, complete all as directed.
M&L Plain Cement Concrete type D2 1:4:8 (using 40 mm graded stone aggregates) as in foundations, filling and mass concrete all as shown on drawing and all as specified and directed.
S & F Mild steel 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 complete all as shown on drawings and as specified.
M & L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for fair finsihded surface of concrete all as specified and directed.
M & L Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter; and similar work; for fair finsihded surface of concrete all as specified and directed.
M&L Reinforced Cement Concrete (Design mix) of grade M-30 (using 20 mm graded stone aggregates) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as shown on drawing and all as specified.
M&L Reinforced Cement Concrete (Design mix) of grade M-30 (using 20 mm graded stone aggregates) in Walls, retaining walls, basement walls, ballast walls, counterfort walls and the like; any thickness; above top of raft foundation including attached pilasters and buttresses etc. complete all as shown on drawing and all as specified.
Note for Serial Item No 7 & 8 : RCC design mix concrete shall be Ready Mix (RMC) as specified here-in- after.
S & F Welded steel wire fabric weight exceeding 4 kg per square metre supplied and fixed to wood/steel/concrete members/surfaces or to RCC retaining wall at mouth / inner face of PVC pipe weep holes and shall be of minimum size 450 mm x 450 mm, complete all as shown on drawing and as specified.
S & F PVC (SWR) pipes 110 mm bore, single socketed, in any length and fixed /provided in RCC walls as weep holes, complete all as specified and as directed.
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm for the following all as specified and directed :-
Soft / loose soil obtained from excavation item above
Hard/dense soil obtained from excavation item above
Hard rock obtained from excavation item above .
M & L suitable soil for back filling (brought from outside MD land) as approved by GE, laid in layers not exceeding 15 cm thick, spread, levelled and rammed including watering as in back filling of retaining wall, all as specified and directed.
Samruddhi Construction
L.K.R.TIWARI CONSTRUCTION
Suma Construction
SHAILENDRA B TULSANI
surendra infrastructure pvt ltd
United Sales Corporation
K R TRADERS
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 • 0.04 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 .