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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | L1 | Accepted-AOC SINCE L1 | |
| 2 | L2₹10.9 L+₹1.2 L (12.3%)Rejected-Finance ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | L2 | Rejected-Finance SINCE NOT L1 | |
| 3 | L3₹11.2 L+₹1.5 L (15.7%)Rejected-Finance | L3 | Rejected-Finance SINCE NOT L1 | |
| 4 | L4₹13.1 L+₹3.5 L (35.6%)Rejected-Finance | L4 | Rejected-Finance SINCE NOT L1 | |
| 5 | L5₹13.9 L+₹4.2 L (43.0%)Rejected-Finance | L5 | Rejected-Finance SINCE NOT L1 |
Tender Value
Refer Docs
EMD Value
₹29,500
Closing Date
1 Apr 2021, 6:00 pmClosed
GE DEOLALI
GE DEOLALI, 422401
PROVN OF TRG AREA WITH RETAINING WALL AND PATHWAY FOR TRG OF STUDENTS, SCHOOL OF ARTY, UNDER THE AOR OF DEVLALI
2021_MES_428675_1
8957/E8
Open Tender
Civil Works
Item Rate
180 days
GE DEOLALI
CLASS E CAT E a i
8 documents required · 8 mandatory
₹500
Yes
GE DEOLALI
₹29,500
Yes
23 Apr 2021
6 Mar 2021
3 Apr 2021
6 Mar 2021
1 Apr 2021
20 Mar 2021
Amount
Surface excavtion n exc. 30cm deep and averaging 15cm deep and getting out in soft/loose soil etc complete all as specified and directed.
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth, for foundations, etc, or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10sqm on plan and n exc 1.5m in depth and getting out in ordinary/loose soil etc complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in soil etc complete all as specified and directed.
Removing excavated material exc 50m but n.exc 100 M and depositing where directed at a level n.exc 1.5 Mtr above the starting point etc complete all as specified and directed.
M&L for 100mm thick hard core of broken stone of gauge n.exc 63 mm deposited spread and levelled in layers n.exc 15 cm thick watered and rammed to a true surface etc complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggreagte) as foundations, filling and mass concrete etc complete all as specified and directed.
M&L for PCC 1:5:10 type E-2 (40mm graded stone aggregate) in foundations, filling and mass concrete etc complete all as specified and directed.
M&L for factory made precast cement concrete M-20 grade blocks of approved size shape and dimensions (using 12.5mm graded stone aggregate) as in kerb walls set in CM 1:4 etc complete all as specified and directed.
M&L for 75mm thick PCC 1:4:8 type D-2 (40 mm graded stone aggregate) as in sub base finished even and rough to receive floor treatment with and inclusive of use and waste of formwork etc complete all as directed.
S&L 80 mm thickness M-40 Grade factory made rubber moulded precast conctete interlocking paver block in grey cement with pigment glossy fininsh and of approved size and shape and confirming to IS 15658-2006, aid to true line,level watered and mechanically compacted etc complete all as specified and directed.
M&L for Sand filling under floors or in foundation including watering and consolidation etc as specified and directed .
M & L for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation concrete using 40mm aggregates.
M & L for precast cement concrete solid block masonry using solid block of type B1 1:2:4 (20 mm graded stone aggregate) exc 10 cm in width built in CM 1:6 all as specified.
M&L for cement concrete cast in situ 1:3:6 type C1 (20mm stone graded aggregate) upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, Copings,kneelars, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, all as specified and directed
M & L for rendering 10mm thick on fair faces of concrete surfaces in CM 1:4 finishing the surfaces even& fair without using extra cement.
Extra for forming fair finished drain or channel 30 cm girth in cement concrete using extra cement including forms,moulds mitred stopped ends etc(inner girth to be measured)
M&L for granular sub base layer 125 mm spread thickness using moorum/red bajri,spread, rolled and consolidated to gradient and camber required complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting with power roller of capacity exc 8 tonne but n.exc 12 tonne complete all as specified and directed
M&L for PCC 1:4:8 type D2 (40 mm graded stone aggregate) in foundation filling and mass concreting all as directed .
M&L for coarse aggregates (granite basalt trap) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), filled up as filter media all as specified and directed..
Use and waste of formwork to faces of walls retaining walls abutments parapets and staircase railings and similar work including attached pillasters buttresses etc vertical or to batter rough finished surfaces of concrete curved
S&F 100mm outer dia UPVC pipes as in wee holes etc complete all as specified and directed
M & L RCC cover slabs cast-in- situ type B1, 1:2:4 (RCC) using 20mm aggregates set in CM 1:4 with plain surfaces.
M & L TMT steel bars 10mm dia and over cut to length bent to shape including cranking, bending spirally, hooping for columns ,hooking ends as handle/ rugs all as specified and dirrected.
Note: Amount of sch of credit of Rs."Nil"/-will be deducted from total amount of BOQ.
Alpha Construction
SIDDHIVINAYAK ENTERPRISES
J Sams Contructions
M/S SAMPADA CONSTRUCTIONS
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