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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC FLAT NO 201 GREEN VALLEY CHS PLOT NO 26 SECTOR 19 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹34.4 L+₹2.0 L (6.06%)Rejected-Finance | L2 | Rejected-Finance BEING NOT L1 | |
| 3 | L3₹38.6 L+₹6.1 L (18.7%)Rejected-Finance | L3 | Rejected-Finance BEING NOT L1 | |
| 4 | L4₹39.2 L+₹6.7 L (20.8%)Rejected-Finance | L4 | Rejected-Finance BEING NOT L1 | |
| 5 | L5₹39.5 L+₹7.0 L (21.7%)Rejected-Finance | L5 | Rejected-Finance BEING NOT L1 |
Tender Value
Refer Docs
EMD Value
₹77,560
Closing Date
22 Feb 2021, 6:00 pmClosed
GE NW KARANJA
NAVAL STATION KARANJA, URAN, RAIGAD, MAHARASHTRA
PROVN OF PVC WALL PANELLING IN ADMINISTRATIVE BLOCK BLDG NO 165 ADD ALTN TO BACKYARD OF URAN WORKSHOP BLDG NO 932 AND PROVN OF HARD STANDING WITH COVER SHED AT VEHICLE WASHING POINT AT MT WORKSHOP AT NAD KARANJA
2021_MES_418475_1
8346/E8
Open Tender
Civil Works
Item Rate
240 days
GE NW KARANJA
PROVN OF PVC WALL PANELLING IN ADMINISTRATIVE BLOCK BLDG NO 165 ADD ALTN TO BACKYARD OF URAN WORKSHOP BLDG NO 932 AND PROVN OF HARD STANDING WITH COVER SHED AT VEHICLE WASHING POINT AT MT WORKSHOP AT NAD KARANJA
8 documents required · 8 mandatory
₹500
Yes
GE NW KARANJA
₹77,560
Yes
16 Mar 2021
3 Feb 2021
24 Feb 2021
3 Feb 2021
22 Feb 2021
17 Feb 2021
3 Feb 2021 - 17 Feb 2021
Amount
Surface excavation n exc 30 cm deep and avg 15 cm deep and getting out any type of soil complete all as specified and as directed
Excavating in post holes (or similar holes) each n exc 0.5 cum getting out ,returning,filling in and ramming earth or broken rubble mixed with earth ,in layers n exc 25 cm ,watering and removing surplus soil to a distance n exc 50 m and making good surface in any type of soil complete all as specified and as directed
Excavation in trenches n.exc 1.5m wide & 1.5m depth and getting out in any type of soil. Complete all as specified and directed by Engineer-in-Charge
Returning filling in including spreading leveling watering & well ramming in layers n.exc 25cm thick complete all as specified and directed by Engineer-in-Charge
Removal of excavated material (soil) to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5meter above the starting point complete all as specified and as directed
M&L PCC 1:4:8 type D-2 using 40mm graded stone as in foundation,filling and mass concrete. Complete all as specified and directed by Engineer-in-Charge
M&L for pre-cast cement concrete block masonry with solid blocks in 10cm in width in type B1 (1:2:4) and setting in mortar (1:6) complete all as specified and as directed
M&L for rendering 20 mm thick on fair faces of brick/concrete surfaces with two coats i.e (15 mm thick backing coat in CM (1:6) and 5mm thick finishing coat in CM (1:4)) , finished even and smooth without using extra cement (WPC to be measured and paid separately) complete all as specfified and directed.
M & L for preparation of new or previously untreated plastered surfaces of walls and applying two coats of acrylic antifungal paint exterior grade paint over one coat of primer complete all as specified and as directed
M&L Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) as in foundation, fillings, posts and mass,concrete complete all as specified and directed.
M&L hard core broken stone of guage n exc 63mm deposited spread and levelled in llayers n exc 15 cm thick watered and rammed to a true surface complete all as specified and as directed
M&L PCC 1:3:6 type C-2 100mm thick using (40mm graded crushed stone Agg) as in sub base , complete all as sfd and as directed by Engr in Charge.
Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed
M & L for Machine pressed precast concrete vibro- compacted glossy finish, coloured, interlocking paver block, any shape and size , rubber moulded confirming to IS :15658-2006 of 80mm thickness , M-40 grade with Grey cement and pigment , laid over a layer of sand coushion complete all as specified and directed by Engineer-in-Charge(Note: Sand cushion layer shall be measured and paid for separately as 'Supply only' under relevant item of this Schedule.)
M&L providing PCC 1:3:6 Type C1(20mm graded aggregate) 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 ,roof /chajja paddsing , water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed
S&F Steel work in tubular trusses including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS-1161-1979 Grade St-240 complete all as specified and directed.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet .50mm thick of an colour having tensile strenth of 550 Mps as in roof covering /clading to wall fixed with self taping screw complete all as specified and as directed
S&F pre-painted galvalume aluminium zinc coating GI based Plain steel sheet 0.5mm thick of an colour having tenstile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws as specified and as directed
M&L Painting to new steel surfaces including prepration applying one coat of red oxide primer and two coats of synthetic paint complete all as specified and as directed
S&F MS TMT bars 10mm dia & over cut to length bent to shape required all as specified as in reinforcement. Complete all as specified and directed by Engineer-in-Charge
M&L Reinforced cement concrete 1:2:4 type B-1,using 20 mm graded stone agg as in shelves etc including form work. complete all as specified and as directed
S&F steel water tubing medium grade 20mm bore galvanished with all fitting to walls etc. Complete all as specified and directed by Engineer-in-Charge
S&F water tank with rotational moulded polythene water storage tank (cylindrical vertical with closed top of 2000 Ltr capacity with 20 mm PTMT ball valve). Complete all as specified and directed by Engineer-in-Charge
Drilling and tapping cast iron water mains (in position) for branch connections of internal dia 20 mm. Complete all as specified and directed by Engineer-in-Charge
S & F stop valve of CP any colour high presure screwd for iron pipes and fixed (minimum weight 15mm - 90 gms ) complete all as specified and as directed
S&F Gun-metal Globe or gate valves 20 mm nominal bore dia with gate with iron wheel head screwed both ends for iron pipes and fixed . Complete all as specified and directed by Engineer-in-Charge
Dismantling mild steel work of any description not otherwise provided for . Complete all as sfd. and directed by Engr in charge.
Fixing only MS section tubular truses, purlins, including special shaped washers etc, complete all as specified.
Demolition of cement concrete in ground floor and paving not exceeding 15cm thick below or above ground level un re-inforced complete all as specified and directed. .
M&L PCC 1:4:8 type D-2 100mm thick using (40mm graded crushed stone Agg) as in sub base , complete all as sfd and as directed by Engr in Charge.
M&L PCC 1:2:4 type B1 using (20mm graded aggregate), 40mm thick as in flooring finished even and smooth with out using extra cement complete all as specified and as directed
M&L for Forming Construction joint 30mm deep x 10mm wide filled with sealing compound Grade 'A' complete all as specified and as directed
Dismantling AC sheeting (corrugated, semi corrugated) in roof covering. complete all as specified and directed.
M&L for preparation of old painted steel and iron surfaces of any description over 10 Cms in width or girth and applying one coat of synthetic enamel paint on steel surfaces complete all as specified and directed.
Taking down cement plaster on brick walls or stone walls etc including raking out joint, hacking for key, scrubbing down with water etc including removing debries directed for a distance max upto 500m complete all as specified.
S&F for 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and drawing
S&F for Solid PVC Wall Lining consisting of 5mm thick Plain colour PVC sheet inclusive of solvent cement and fixing at site on PVC frame as per specifications and drawing.
M&L 12mm thick, (no of ply 7) Plywood, grade BWR, type BB, fixed with nails to timber frame work complete all as specified and as directed
SHELDON CONSTRUCTION
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ENJOY
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BALAJI TRADERS
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