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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC | L1 | Accepted-AOC Acceptance | |
| 2 | L2₹12.9 L+₹7,554 (0.59%)Rejected-Finance | L2 | Rejected-Finance Rejected being other than lowest | |
| 3 | L3₹14.4 L+₹1.5 L (11.9%)Rejected-Finance SIDDHAI 96 2 A WARD DUDHALI KOLHAPUR 416012 MAHARASHTRA | KOLHAPUR | MAHARASHTRA | 416012 | L3 | Rejected-Finance Rejected being other than lowest | |
| 4 | L4₹14.7 L+₹1.9 L (14.4%)Rejected-Finance | L4 | Rejected-Finance Rejected being other than lowest | |
| 5 | Rejected-Technical | - | Rejected-Technical Ineligible |
Tender Value
Refer Docs
EMD Value
₹26,000
Closing Date
17 Sept 2020, 6:00 pmClosed
GE (I) (CG) RATNAGIRI
Military Engineer Services Garrison Engineer (I) (CG) Ratnagiri SLUY Shed Plot, W19-23, MIDC Mirjole, Ratnagiri - 415 639
PROVN OF VOLLEYBALL COURT AT ICGS RATNAGIRI.
2020_MES_370662_1
8110/A/E8
Open Tender
Civil Works
Item Rate
180 days
RATNAGIRI
Please refer tender documents
6 documents required · 6 mandatory
₹500
GE (I) (CG) RATNAGIRI
₹26,000
Yes
28 Oct 2020
20 Aug 2020
24 Sept 2020
20 Aug 2020
17 Sept 2020
3 Sept 2020
Amount
Levelling the area to a true surface by spreading existing earth/moorum excavation including removal of bouldiers (Disintegrated/ soft rock) etc where required using necessary machinery arrangement, removing to low lying area to a distance not exc 100 mtr as directed by Engineer-in-Charge.
M&L for moorum/red bajri filling in floors or pavings laid in layers n.exc 25cm thick spread levelled and rammed including watering all as directed
M&L for hard core of gauge n.exc 63mm , degorited spread and levelled in layers n.exc 15mm thick watered and rammed to a true surface with broken stone or boulders all as directed.
Excavation in trenches n exc 1.50m wide and n.exc 1.50 m deep and getting out for foundation etc in soft/disintegrated rock all as directed.
Returning, filling in, including spreading, levelling, watering & well ramming in layers n. exc 25 cm in soft/disintegrated rock all as directed.
Removing excavated rock to a distance n exc. 50m & depositing where directed at a level n exc. 1.5 m above the starting point as specified and as directed.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in & raming earth/ broken rubble mixed with earth around, in layers n. exc. 25cm, watering, & removing surplus soil to a distance n exc 50m & making good surface in soft/disintegrated rock.
M&L for PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation, filling & mass concrete all as specified and directed.
M&L for Machine cut Laterite stone masonry squared rubble regular coursed well bonded, bedded and solidly hearted built in cement mortar 1:6 of approx size 38x23x20 cm exc 10cm in width all as specified & as directed.
M & L for PCC 1:3:6 type C1 (20mm stone aggregate) as in coping, bed blocks etc including necessary formwork all as speficified and directed.
M&L rendering 15mm thick in CM (1:6) on fair face of brick work finished even and smooth without using extra cement all as directed.
M&L for 75mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base finished even and fair all as directed.
M&L 100mm thick PCC (1:2:4) type B-2 using 40mm graded stone aggregate as in floor finished even and fair all as directed.
M&L for 50 mm thick Sand filling under floors or in foundations including watering and consolidation all as directed.
M&L for Machine pressed precast concrete Pre polished interlocking paver block of any shape & size confirming to IS 15658-2006 of 60 mm thickness, M-35 grade (with grey cement and no pigment) all as directed.
S&F 15mm thick coloured multi-sport artifical turf grass of tuft gauge 3/8", useful in outdoor sport ground, fixing over a PCC base with adesive or as per manufacturer's instuructions, including marking of court.
S&F 100 mm dia GI posts including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-0 or Fe 310-0
S & F 110 mm bore PVC (SWR) pipes in any length as in weep holes.
Graded coarse aggregate 40mm nominal size provided on mouth of PVC pipe to retain filled material.
M/S V C SHETH
shrilaxminarayan constructions
M/s Ajinkya Kailas Laigude
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