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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹28.7 L+₹1.7 L (6.43%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹28.7 L+₹1.7 L (6.48%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹28.9 L+₹1.9 L (7.06%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹30.7 L+₹3.8 L (13.9%)Rejected-Finance BHAPKAR PATIL PLOT NO 24 GURHSHIP HOUSING SOCIETY SATBHAL MALA DEHIGATE AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
15 Jan 2024, 6:00 pmClosed
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH)
AS PER TENDER DOCUMENTS
2023_MES_633582_1
88579/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
AHMEDNAGAR
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE NORTH AHMEDNAGAR
₹87,000
Yes
1 Mar 2024
20 Dec 2023
17 Jan 2024
20 Dec 2023
15 Jan 2024
3 Jan 2024
21 Dec 2023 - 27 Dec 2023
Amount
M&L for excavating over area n.exc. 1.5 m deep in soft / loose soil and getting out complete.
M&L for excavating over area n.exc. 1.5 m deep in hard/dense soil and getting out complete.
Removing of excavated material exc. 250m but n.exc. 500m and depositing where directed.
M&L for formation rolling with 8 to 12 ton power roller all as specified and directed.
M&L for soling (of sub base) with broken boulders or quarried stone 200mm spread thickness of specified gauge compacted and consolidated to required gradient and camber and rolled with 8 to 10 tonne vibrator power roller complete all as specified and directed.
M&L for 150 mm thick ( compacted thick) WBM in two layers 75 mm each with crushed stone aggregates (granite or trap or basalt) of grading 02 (63mm to 40mm size) spread rolled with 08 to 10 tonne power roller and consolidated to a required camber and gradient all as specified and directed.
Preparing unsurfaced water bound macadam surface of road by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bituminous primer at the rate of 7.5 Kg /XSqm using paving bitumen.
M&L premixed bituminous macadam with binder content 4% by weight of total mix of paving bitumen VG-30 compacted thickness 50mm or less ,laid and rolled to required camber and gradient using power roller etc all as specified. NOTE: Premix bituminous macadam shall be obtained from hot mix plant and spreading shall be done with mechanical paver and asphaltic semi dense concrete shall be done within 48 hrs after completion of rolling and consolidation of Bituminous macadam.
M&L bituminous premix asphaltic semi dense concrete 40 mm thick consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen VG-30 penetration spread using mechanical paver and rolled & compacted to required gradient and camber using power roller 8 to 12 tonne capacity. NOTE: Premix bituminous ashalitic dense concrete shall be obtained from hot mix plant and spreading shall be done with mechanical paver.
M& L for moorum/red bajari filling laid in layers n exc 150mm thick, spread, levelled, rammed, including watering and well ramming rolling and consolidating with 8 to 10 tonnes vibrator power roller to camber and gradient required complete, all as specified and directed (Note:- Consolidated thickness shall be measured)
M&L for painting lines, dashes, arrows,letters etc on roads, pavements etc n exc 10cm wide with 2mm thick reflective marking strip of colour and shape as directed using hot thermoplastic materials, using fully/semi automatic application machine fitted with shoe heater including preparation of previously treated surfaces, cleaning of all dirt, scales, grease and foriegn material etc all as specified and directed
MATOSHREE CONSTRUCTION
Arihant Construction
G.M. Construction
M/s S. R. Constructions
Ms. M.D. Auty
M/S VISHWAJEET SHANKARRAO KULKARNI
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tech_eval.pdf
fin_bid_open.pdf
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