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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹5.1 L+₹2,150 (0.42%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹5.3 L+₹22,350 (4.40%)Rejected-Finance ALPHA HOUSE PLOT NO 29 AGP P10 ASHWIN SECTOR NEW CIDCO NASIK 422 009 | NASHIK | MAHARASHTRA | 422009 | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹6.0 L+₹96,700 (19.0%)Rejected-Finance FLAT NO 02 RUTUPARNA APARTMENT PLOT NO 36 S NO 324 2A NEAR G D SAWANT COLLEGE PATHARDI NASIK 422 010 | NASHIK | MAHARASHTRA | 422010 | L4 | Rejected-Finance NOT LOWEST | |
| 5 | Rejected-Technical | - | Rejected-Technical REJECTED DUE TO FOLLOWING REASONS - POLICE VERIFICATION NOT SUBMITTED, DD FOR EMD NOT SUBMITTED IN THE NAME OF GE DEOLALI, WORKING CAPITAL CERT FROM BANK NOT SUBMITTED, ORIGINAL DOCUMENTS NOT RECEIVED |
Tender Value
₹6.8 L
EMD Value
₹13,600
Closing Date
30 Apr 2022, 6:00 pmClosed
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH)
AS PER TENDER DOCUMENTS
2022_MES_516303_1
86852/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
DEOLALI
AS PER NIT
8 documents required · 8 mandatory
₹500
Yes
GE DEOLALI
₹13,600
Yes
31 May 2022
2 Apr 2022
2 May 2022
2 Apr 2022
30 Apr 2022
16 Apr 2022
3 Apr 2022 - 10 Apr 2022
Amount
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for etc complete all as specified and directed by Engr-in-Charge
Cement concrete work in pavement/ hard standing of flexural strength 40kg/square centimetre in field using 400kg of cementper cubic metre, thickness of concrete 25 cm or less etc all as specified and directed by Engr-in-Charge
Formwork to edges of concrete flats, breaks in floors, opening in concrete walls, floors and roofs and sides of RCC/ PCC bands walls, horizontal or slopping and similar work all exceeding 20cm wide.
M & L for providing broom finished surface of concrete pavement white concrete is green all as specified.
M & L for Forming Contraction (Dummy) joints 65 mm deep x 10 mm vide, filled with sealing compound etc all as specified and directed by Engr-in-Charge.
M & L Forming Construction joint 30mm deep x 10mm vide filled with swaling compound etc all as specified and directed by Engr-in-Charge.
Labour only for applying hardner 2.5 kg per sqm while concrete is green and surfaces to be floated with tremix skin float and finally trowlled withmechanical trowller to achieve the smooth surfaces.
Supply only non metallic monolithic surface hardening compound NITOFLOR hard top STD of M/s Fosroc chemical.
M & L for 75 mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in subase finished to receive floor treatment etc complete all as directed.
M & L machine pressed precast concrete interlocking paver block rubber moulded, any shape and size confirming to IS-15658-2006 of 60 mm thickness grey cement and with pigment, M-35 grade complete all as specified and directed.
M & L Sand filling under floors or in foundations including watering and consolidation.
Providing cement concrete Type B0 1:2:4 (12.50mm aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, lacing courses, parapets and railing upto 60 cm in height, coping, kneelers, apex stones, bed plates, kerbs not provided for in item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as directed
M/S R.K.S. CONSTRUCTION
Alpha Construction
Abhiraj Enterprises
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