Loading
Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.8 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹58.8 L+₹15.0 L (34.3%)Admitted-Finance BUNGLOW NO 9 VAMBORI ROAD NEAR R T O OFFICE AHMEDNAGAR 414 001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | L2 | Admitted-Finance | |
| 3 | L3₹60.1 L+₹16.3 L (37.2%)Admitted-Finance BHAPKAR PATIL PLOT NO 24 GRUHSHILP HOUSING SOCIETY SATBHAI MALA DELHIGATE AHMEDNAGAR 414 001 | AHMEDNAGAR | AHMEDNAGAR | MAHARASHTRA | 414001 | L3 | Admitted-Finance | |
| 4 | L4₹60.2 L+₹16.4 L (37.5%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹65.5 L+₹21.7 L (49.6%)Admitted-Finance PLOT NO 21 KANAK VIHAR KANAKPURA NEAR KANAKPURA RAILWAY STATION JAIPUR 302012 | JAIPUR | JAIPUR | RAJASTHAN | 302012 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. N D Karande L12 | OM SAI ASSOCIATES L9 | M/s S. R. Constructions L3 | M/s AG PATHAN L4 | M/s ESS KAY Construction L5 | GS Associates L6 | MATOSHREE CONSTRUCTION L8 | M/S VISHWAJEET SHANKARRAO KULKARNI L11 | M/S-B.R.SONAWANE L1 | MS. G.A. CONSTRUCTION L7 | sardar construction L10 | G.M. Construction L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for | 993 | Cum | 180 ₹1,78,740 | 160 ₹1,58,880 | 150 ₹1,48,950 | 120 ₹1,19,160 | 225 ₹2,23,425 | 300 ₹2,97,900 | 500 ₹4,96,500 | 34 ₹33,762 Lowest | 100 ₹99,300 | 500 ₹4,96,500 | 250 ₹2,48,250 | 50 ₹49,650 |
| 2.00 | Demolition, Stone slabs and tiles laid bedded and pointed in any mortar of any description or thickness in floors, aprons etc complete all as specified. | 104 | 10 Sqm | 210 ₹21,840 | 180 ₹18,720 | 900 ₹93,600 | 100 ₹10,400 | 90 ₹9,360 | 500 ₹52,000 | 500 ₹52,000 | 345 ₹35,880 | 100 ₹10,400 | 399 ₹41,496 | 500 ₹52,000 | 50 ₹5,200 Lowest |
| 3.00 | Excavating over areas, n exc 1.5 m deep and getting out any type of soil complete all as specified and directed. | 21 | Cum | 248 ₹5,208 | 240 ₹5,040 | 250 ₹5,250 | 220 ₹4,620 | 144 ₹3,024 | 180 ₹3,780 | 150 ₹3,150 | 234 ₹4,914 | 50 ₹1,050 Lowest | 215 ₹4,515 | 250 ₹5,250 | 145 ₹3,045 |
| 4.00 | Rolling and consolidating formation surfaces in cutting etc with 8 to 10 tonne Roller complete all as specified and directed | 71 | 10 Sqm | 350 ₹24,850 | 300 ₹21,300 | 120 ₹8,520 | 70 ₹4,970 | 90 ₹6,390 | 300 ₹21,300 | 300 ₹21,300 | 500 ₹35,500 | 50 ₹3,550 | 20 ₹1,420 Lowest | 100 ₹7,100 | 500 ₹35,500 |
| 5.00 | M/L for providing 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base complete all as specified and directed. | 1,035 | Sqm | 288 ₹2,98,080 | 360 ₹3,72,600 | 245 ₹2,53,575 | 220 ₹2,27,700 | 225 ₹2,32,875 | 380 ₹3,93,300 | 320 ₹3,31,200 | 456 ₹4,71,960 | 160 ₹1,65,600 Lowest | 275 ₹2,84,625 | 350 ₹3,62,250 | 345 ₹3,57,075 |
| 6.00 | M/L for providing 100 mm thick Cement concrete in sub base of floors type D-2,PCC 1:4:8 type D2 using 40mm graded stone aggregate complete all as directed. | 3,662 | Sqm | 398 ₹14,57,476 | 410 ₹15,01,420 | 275 ₹10,07,050 | 275 ₹10,07,050 | 360 ₹13,18,320 | 310 ₹11,35,220 | 450 ₹16,47,900 | 654 ₹23,94,948 | 160 ₹5,85,920 Lowest | 433 ₹15,85,646 | 400 ₹14,64,800 | 395 ₹14,46,490 |
| 7.00 | M&L for 150 mm Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 30Kg/ Sqcm or 3.0 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone o gravel, fine aggregates of clean natural sand o crushed stone sand or combination of both using minimum 320 kg/cum of cement with non -circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1 .39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240 °C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width , including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause -10.1.14 and Tabl~ 9 of IRC' 15-2017 | 394 | Cum | 10,500 ₹41,37,000 | 9,200 ₹36,24,800 | 8,000 ₹31,52,000 | 7,900 ₹31,12,600 | 7,700 ₹30,33,800 | 7,000 ₹27,58,000 | 7,000 ₹27,58,000 | 7,654 ₹30,15,676 | 5,888 ₹23,19,872 | 6,900 ₹27,18,600 | 8,786 ₹34,61,684 | 5,700 ₹22,45,800 Lowest |
| 8.00 | M&L for 150 mm thick Cement concrete in base of floors type B- 2,PCC 1:2:4 (40mm graded aggregate) | 1,037 | Sqm | 675 ₹6,99,975 | 560 ₹5,80,720 | 290 ₹3,00,730 | 500 ₹5,18,500 | 630 ₹6,53,310 | 500 ₹5,18,500 | 550 ₹5,70,350 | 789 ₹8,18,193 | 275 ₹2,85,175 Lowest | 550 ₹5,70,350 | 800 ₹8,29,600 | 425 ₹4,40,725 |
| 9.00 | Material and labour for 60 mm thick,factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 30mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc, complete all as specified and directed. | 600 | Sqm | 980 ₹5,88,000 | 980 ₹5,88,000 | 810 ₹4,86,000 | 870 ₹5,22,000 | 810 ₹4,86,000 | 1,100 ₹6,60,000 | 900 ₹5,40,000 | 800 ₹4,80,000 Lowest | 800 ₹4,80,000 Lowest | 990 ₹5,94,000 | 850 ₹5,10,000 | 1,050 ₹6,30,000 |
| 10.00 | Material and labour for 80 mm thick,factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 30mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc, complete all as specified and directed. | 435 | Sqm | 1,148 ₹4,99,380 | 1,280 ₹5,56,800 | 860 ₹3,74,100 Lowest | 1,050 ₹4,56,750 | 900 ₹3,91,500 | 1,400 ₹6,09,000 | 1,100 ₹4,78,500 | 1,000 ₹4,35,000 | 950 ₹4,13,250 | 1,200 ₹5,22,000 | 1,100 ₹4,78,500 | 1,350 ₹5,87,250 |
Tender Value
₹95 L
EMD Value
₹1.7 L
Closing Date
17 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) - 422401
AS PER TENDER DOCUMENTS
2025_MES_726753_1
88643/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
AHILYANAGAR
AS PER NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE NORTH AHILYANAGAR
₹1.7 L
Yes
8 Oct 2025
20 Aug 2025
24 Sept 2025
20 Aug 2025
17 Sept 2025
10 Sept 2025
21 Aug 2025 - 30 Aug 2025
Amount
Demolition of cement Concrete (unreinforced) of any description and in any position not otherwise specifically provided for
Demolition, Stone slabs and tiles laid bedded and pointed in any mortar of any description or thickness in floors, aprons etc complete all as specified.
Excavating over areas, n exc 1.5 m deep and getting out any type of soil complete all as specified and directed.
Rolling and consolidating formation surfaces in cutting etc with 8 to 10 tonne Roller complete all as specified and directed
M/L for providing 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base complete all as specified and directed.
M/L for providing 100 mm thick Cement concrete in sub base of floors type D-2,PCC 1:4:8 type D2 using 40mm graded stone aggregate complete all as directed.
M&L for 150 mm Pavement quality concrete(PQC) of minimum 28 days field Flexural strength of 30Kg/ Sqcm or 3.0 Mpa, aggregate gradation as per Table 3 of IRC 15 2017, coarse aggregate of clean, hard strong, dense non-porous and durable pieces of crushed stone o gravel, fine aggregates of clean natural sand o crushed stone sand or combination of both using minimum 320 kg/cum of cement with non -circular virgin synthetic fibre of 12-18 mm length, specific gravity 1.34 to 1 .39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting temperature as 240 °C and minimum tensile strength of 300 Mpa and at the rate as specified by the manufacturer. PQC laid, spread and compacted with slip-form paver of minimum 7.50 m width , including curing and tining by Texturing cum Curing Machine complete all as specified and directed. Required surface texturing to be done as specified in Clause -10.1.14 and Tabl~ 9 of IRC' 15-2017
M&L for 150 mm thick Cement concrete in base of floors type B- 2,PCC 1:2:4 (40mm graded aggregate)
Material and labour for 60 mm thick,factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 30mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc, complete all as specified and directed.
Material and labour for 80 mm thick,factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks,lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 30mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand etc, complete all as specified and directed.
Forming 20 mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade ‘A’ for 150 mm thick slab
Forming Contraction (Dummy) joints 50mm deep x 10mm wide, filled with sealing compound grade A
Forming Construction joint 35mm deep x 10mm wide filled with sealing compound
S&F in repair of 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors
S&F in repair of 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, laid in trenches or in floors
G.M. Construction (BID ID -3428062)
M/s S. R. Constructions (BID ID -3428113)
M/s AG PATHAN (BID ID -3428236)
M/s ESS KAY Construction (BID ID -3423129)
GS Associates (BID ID -3428035)
MS. G.A. CONSTRUCTION (BID ID -3426816)
MATOSHREE CONSTRUCTION (BID ID -3428191)
OM SAI ASSOCIATES (BID ID -3428198)
sardar construction (BID ID -3428337)
M/S VISHWAJEET SHANKARRAO KULKARNI (BID ID -3427758)
M/s. N D Karande (BID ID -3428361)
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .