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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 LAccepted-AOC | L1 | Accepted-AOC Accepted as L1 | |
| 2 | L2₹28.7 L+₹9.6 L (50.1%)Rejected-Finance | L2 | Rejected-Finance Rejected | |
| 3 | L3₹28.0 L+₹8.9 L (46.3%)Rejected-Finance AGE B R WEST DEHU ROAD | BEED | MAHARASHTRA | 413207 | L3 | Rejected-Finance Rejected | |
| 4 | L4₹30.4 L+₹11.2 L (58.8%)Rejected-Finance | L4 | Rejected-Finance Rejected | |
| 5 | L5₹36.5 L+₹17.4 L (90.8%)Rejected-Finance | L5 | Rejected-Finance Rejected |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
22 Nov 2022, 6:00 pmClosed
GE Dehu Road, Pune
GE Dehu Road, Pune
REPAIR TO BOUNDARY WALL, DRAIN, PLINTH PROTECTION, APPROACH PATH UNDER AGE B/R (EAST) AT GE DEHU ROAD
2022_MES_559724_1
8685
Open Tender
Civil Works
Item Rate
180 days
GE Dehu Road, Pune
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE Dehu Road, Pune
₹80,000
Yes
12 Dec 2022
25 Oct 2022
26 Nov 2022
25 Oct 2022
22 Nov 2022
7 Nov 2022
Amount
Demolition of brick/stone masonry built in cement mortar all as specified.
M & L for brick work with sub class "B" brick st or curved on plan exceeding 6 mtr mean radious and built in cm 1:6 .
.-Ditto- As item no.2 above but Except bricks
Demolition of Re-inforced Cement Concrete in any position and any description including cutting of reinforcement bars to facilitate demolition complete all as specified and directed.
Demolition of precast PCC block walling built in cement mortar including all quioins, arches, pillars, etc.
M & L Pre-cast cement concrete 1:3:6, type C1 (20 mm graded stone aggregate) as in block masonary with solid blocks, exc 10 cm in width and setting in cement mortar 1:4 complete.
M & L for mild steel 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 and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
M & L for mild steel TMT bars 6 to 8 mm dia, 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 0.9 mm dia or securing with clips complete all as specified and directed.
M&L for providing reinforced cement concrete (1:2:4) type B-1 (using 20mm graded stone agg) as in cover slabs. complete all as directed by Engr-in-charge.
M & L 15 mm thick cement plaster on brick wall in cement mortar 1:4 and plastered surfaces shall be even and smooth without using extra cement complete all as specified and directed.
M & L 15 mm thick cement plaster on brick wall in cement morat 1:6 and plastered surfaces shall be even and smooth without using extra cement complete all as specified and directed..
M&L for preparing new plastered surfaces & applying two coats of cement base paint on walls. complete all as specified and directed.
M & L complete removal of existing treatment of painted surfaces applying two coats of cement paint over a coat of alkali resistant priming paint complete all as specified and directed.
M&L for cement conceret 1:3:6 Type C-2 Using 40 mm graded stone aggregate as in surface channel and drain bed.
Extra for forming fair finished drain or channel n exc 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc.
Demolition of cement concrete (unreinforced) of any description and in any position not ohterwise specifically provided for complete all as specified.
M/L for 75mm thick PCC 1:4:8 type D2 as in sub base complete all as specified and as directed .
M&L for laying machine pressed precast concrete interlocking reflective coloured pavers block any shape and size confirming to IS 15658-2006 of 55mm to 60mm thick, M-35 Grade over 30mm thick sand layer watering and ramming all as specified.
M&L 20-25 mm thick Rough dressed lime stone slab flooring,/bedded, laid dry, jointed and pointed in cement mortar 1:3 complete etc all as specified and as directed.
M/L Chequared Cement Concrete Tiles 25 CM x 25 CM X 25 mm th set and jointed in cement slurry and pointed in neat grey cement & pigment in floors over screed bed 15 mm thk in cm 1:6.
M/L Chequared Cement Concrete (reflactive rubber molded) Tiles 30 CM x 30 CM X 25 mm th set and jointed in cement slurry and pointed in neat grey cement & pigment in floors over screed bed 15 mm thk in cm 1:6.
M&L for PCC (1:2:4) type B1(using 20mm graded stone aggregate) as in bed blocks/ coping/ edging all as specified and directed by Engr.-in-charge.
M&L for 75 mm thick cement concrete(1:3:6) type C2 (using 40mm graded stone agg.) as in plinth protection finished top surface even and smooth with out using extra cement all as specified and as directed.
M & L for 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) in sub base for hard standing complete all as specified and directed.
M & L for Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less completed all as specified
M&L for 40 mm thick cement concrete (1:2:4) type C2 (using 20mm graded stone agg.) as in finished top surface even and smooth with out using extra cement complete all as specified and directed.
Finishing surface of concrete roads, pavements etc by belting/brooming complete all as specified and directed.
M & L for forming 12 mm thick expansion joints 150 mm deep, filled with preformed bituminous filler and top 30 mm primed and sealed with sealing compound grade 'A' complete all as specified and directed.
M & L for forming contraction (Dummy) joints 65 mm deep x 10 mm wide, filled with sealing compound grade 'A' complete all as specified and directed.
Demolition of and breaking up drain pipes (salt glazed ware) 300 mm dia set in cement mortor complete all as specified.
M&L for 450 mm bore Reinfirced concrete pipes class NP3, laid and jointed complete with collars laid in trenches and jointed all as specified.
M&L for 600 mm bore Reinfirced concrete pipes class NP3, laid and jointed complete with collars laid in trenches and jointed all as specified.
M& L for PCC 1:4:8 type C-2, (using 40mm graded stone aggregate) as in bed of drain for 300mm bore pipe incl packing under and completely surrounding pipes with concrete after they are laid and tested for 300mm dia pipes complete all as specified and ditected by Engr-in-Charge.
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