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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹59.8 LAccepted-AOC GULSHAN BUNGLOW BURUDGAON ROAD AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | ₹59.8 L Quoted ₹59.9 L | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹60.6 LRejected-Finance BHAPKAR PATIL PLOT NO 24 GURHSHIP HOUSING SOCIETY SATBHAL MALA DEHIGATE AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | ₹60.6 L | L2 | Rejected-Finance NOT LOWEST |
| 3 | L3₹61.6 LRejected-Finance PLOT NO 21 KANAKVIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | ₹61.6 L | L3 | Rejected-Finance NOT LOWEST |
| 4 | L4₹67.5 LRejected-Finance PLOT NO 76 CIV SOCIETY MUKUND NAGAR AHMEDNAGAR 414001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | ₹67.5 L | L4 | Rejected-Finance NOT LOWEST |
| 5 | L5₹68.5 LRejected-Finance | ₹68.5 L | L5 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | M/s S. R. Constructions L2 | M/s AG PATHAN L8 | sardar construction L5 | M/s ESS KAY Construction L3 | Ganesh Enterprises L9 | GS Associates L7 | Sameer S Shaikh L1 | HG PATHAN CONSTRUCTION COMPANY L4 | BEST CONSTRUCTION CO L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L Repairs to pot holes any depth n.exc 1 Sqm each including sweeping free from dust and mud, water scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth and making good by filling in screened and graded road metal, watering and well ramming (including supply of metal) and making good by applying tack coat @ 5 kg per 10 sq m, using paving bitumen VG-10 putting in premixed bituminous macadam, well rammed and sealed with binder @ 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm all as specified and directed. | 15 | X Sqm | 500 ₹7,500 | 2,000 ₹30,000 | 2,500 ₹37,500 | 1,440 ₹21,600 | 2,000 ₹30,000 | 1,500 ₹22,500 | 900 ₹13,500 | 900 ₹13,500 | 1,204 ₹18,060 |
| 2.00 | M&L Scarifying or picking gravelled, WBM surfaces in area exc 400 sqm, exc 50 mm and n.exc 100mm deep complete and getting out the debris from the site complete all as specified and as directed. | 90 | X Sqm | 400 ₹36,000 | 90 ₹8,100 | 150 ₹13,500 | 45 ₹4,050 | 800 ₹72,000 | 100 ₹9,000 | 30 ₹2,700 | 30 ₹2,700 | 30 ₹2,700 |
| 3.00 | M&L for 75mm thick (Compacted thickness) WBM 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 complete all as specified and directed. | 72 | X Sqm | 2,000 ₹1.4 L | 1,500 ₹1.1 L | 3,000 ₹2.2 L | 720 ₹51,840 | 2,500 ₹1.8 L | 1,500 ₹1.1 L | 1,000 ₹72,000 | 999 ₹71,928 | 1,400 ₹1.0 L |
| 4.00 | Labour only for 75mm thick (Compacted thickness) WBM 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 complete all as specified and directed. | 18 | X Sqm | 250 ₹4,500 | 1,000 ₹18,000 | 1,500 ₹27,000 | 180 ₹3,240 | 200 ₹3,600 | 500 ₹9,000 | 800 ₹14,400 | 199 ₹3,582 | 300 ₹5,400 |
| 5.00 | M&L for Preparing unsurfaced water bound macadam surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surfaces with mechanical compressor to remove all loose dirt etc and Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7-1 kg/sqm (0.85 kg avg) on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed. | 90 | X Sqm | 600 ₹54,000 | 150 ₹13,500 | 550 ₹49,500 | 270 ₹24,300 | 2,200 ₹2.0 L | 100 ₹9,000 | 100 ₹9,000 | 99 ₹8,910 | 100 ₹9,000 |
| 6.00 | M&L Scarifying or picking gravelled, macdam or bituminious macdam surfaces in area exc 400 sqm, n.exc 50 mm deep and getting out the debris from the site complete all as specified and as directed. | 200 | X Sqm | 300 ₹60,000 | 150 ₹30,000 | 100 ₹20,000 | 45 ₹9,000 | 400 ₹80,000 | 200 ₹40,000 | 30 ₹6,000 | 38 ₹7,600 | 50 ₹10,000 |
| 7.00 | M&L premixed bituminous macadam with binder content 4% by weight of total mix of paving bitumen VG-30 compacted thickness 75mm or less, laid and rolled to required camber and gradient using power roller etc all as specified.
(Note: Premixed bituminous macadam shall be brought from Hot Mix Plant and spreading shall be done using mechanical paver and SDAC shall be done within 48 hours after completion of rolling and consoliation of BM). | 145 | Cum | 3,600 ₹5.2 L | 6,500 ₹9.4 L | 5,500 ₹8.0 L | 4,005 ₹5.8 L | 8,000 ₹11.6 L | 6,000 ₹8.7 L | 3,000 ₹4.3 L | 4,200 ₹6.1 L | 4,500 ₹6.5 L |
| 8.00 | Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm (0.25 kg avg) on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface all as specified | 290 | X Sqm | 250 ₹72,500 | 200 ₹58,000 | 180 ₹52,200 | 162 ₹46,980 | 300 ₹87,000 | 200 ₹58,000 | 90 ₹26,100 | 99 ₹28,710 | 200 ₹58,000 |
| 9.00 | Preparing existing black top surface of road by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the surfaces with mechanical compressor to remove all loose dirt etc and Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm (0.25 kg avg) on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface all as specified | 1,668 | X Sqm | 300 ₹5.0 L | 150 ₹2.5 L | 180 ₹3.0 L | 180 ₹3.0 L | 500 ₹8.3 L | 180 ₹3.0 L | 90 ₹1.5 L | 99 ₹1.7 L | 100 ₹1.7 L |
| 10.00 | M&L bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 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: SDAC shall be brought from Hot Mix Plant and spreading shall be done using mechanical paver ). | 1,958 | X Sqm | 2,100 ₹41.1 L | 3,000 ₹58.7 L | 2,500 ₹49.0 L | 2,450 ₹48.0 L | 3,000 ₹58.7 L | 2,700 ₹52.9 L | 2,500 ₹49.0 L | 2,807 ₹55.0 L | 2,900 ₹56.8 L |
Updated dates
Tender Value
₹91 L
EMD Value
₹1.6 L
Closing Date
24 Feb 2026, 6:00 pmClosed
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) 422401
AS PER TENDER DOCUMENTS
2026_MES_749384_1
88665/E8
Open Tender
Civil Works - Roads
180 days
AHILYANAGAR
AS PER NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE NORTH AHILYANAGAR
₹1.6 L
Yes
9 Mar 2026
20 Jan 2026
27 Feb 2026
20 Jan 2026
24 Feb 2026
10 Feb 2026
21 Jan 2026 - 3 Feb 2026
M&L Repairs to pot holes any depth n.exc 1 Sqm each including sweeping free from dust and mud, water scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth and making good by filling in screened and graded road metal, watering and well ramming (including supply of metal) and making good by applying tack coat @ 5 kg per 10 sq m, using paving bitumen VG-10 putting in premixed bituminous macadam, well rammed and sealed with binder @ 9.8 kg per 10 sq m, blinded with 0.09 cu m of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings), depth of potholes exc 30 mm all as specified and directed.
M&L Scarifying or picking gravelled, WBM surfaces in area exc 400 sqm, exc 50 mm and n.exc 100mm deep complete and getting out the debris from the site complete all as specified and as directed.
M&L for 75mm thick (Compacted thickness) WBM 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 complete all as specified and directed.
Labour only for 75mm thick (Compacted thickness) WBM 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 complete all as specified and directed.
M&L for Preparing unsurfaced water bound macadam surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the cleaned surfaces with mechanical compressor to remove all loose dirt etc and Applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS: 8887 at a rate of application of 0.7-1 kg/sqm (0.85 kg avg) on surface of WMM/WBM as specified in Table 500-3 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed.
M&L Scarifying or picking gravelled, macdam or bituminious macdam surfaces in area exc 400 sqm, n.exc 50 mm deep and getting out the debris from the site complete all as specified and as directed.
M&L premixed bituminous macadam with binder content 4% by weight of total mix of paving bitumen VG-30 compacted thickness 75mm or less, laid and rolled to required camber and gradient using power roller etc all as specified. (Note: Premixed bituminous macadam shall be brought from Hot Mix Plant and spreading shall be done using mechanical paver and SDAC shall be done within 48 hours after completion of rolling and consoliation of BM).
Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm (0.25 kg avg) on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface all as specified
Preparing existing black top surface of road by brushing with wire brushes for removing caked mud etc sweeping with broom and finally fanning the surfaces with mechanical compressor to remove all loose dirt etc and Applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm (0.25 kg avg) on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface all as specified
M&L bituminous premix semi dense asphaltic concrete 30 mm consolidated thickness with 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: SDAC shall be brought from Hot Mix Plant and spreading shall be done using mechanical paver ).
Supply and fixing in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions (Reflectors Yellow/Red) complete all as specified and as directed.
Supply and fixing in repairs metal tubular delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed
M&L for preparing bituminous surfaces and applying road and marking paint 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed
Note :- Schedule of Credit of Amount Rs. 16500.00 shall be deducted from total amount.
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