Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC 316 VIJAY NAGAR EXTENSION RANJHI MAIN ROAD JABALPUR MP | JABALPUR | MADHYA PRADESH | 482001 | ₹1.1 Cr | L1 | Accepted-AOC BEING LOWEST REASONABLE BIDDER |
| 2 | L2₹1.1 Cr+₹5.2 L (4.89%)Rejected-Finance 28 PRAGATISHEEL COLONY NARMADA ROAD JABALPUR 482001 M P | JABALPUR | JABALPUR | MADHYA PRADESH | 482001 | ₹1.1 Cr+₹5.2 L (4.89%) | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹1.1 Cr+₹5.9 L (5.52%)Rejected-Finance 950 1 GF DEVRAJ BUILDING NAPIER TOWN NAVEEN VIDHYABHAWAN ROAD DAYANAND SARASWATI WARD JABALPUR M P 482001 | JABALPUR | MADHYA PRADESH | 482001 | ₹1.1 Cr+₹5.9 L (5.52%) | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 4 | L4₹1.1 Cr+₹6.0 L (5.61%)Rejected-Finance | ₹1.1 Cr+₹6.0 L (5.61%) | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 5 | L5₹1.1 Cr+₹6.5 L (6.11%)Rejected-Finance DIWANBADA MANEGAON POST OFFICE KHAMARIA JABALPUR 482005 M P | JABALPUR | MADHYA PRADESH | 482005 | ₹1.1 Cr+₹6.5 L (6.11%) | L5 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | Tiki Water proofing Co L2 | JAIDEV SINGH CHADHA L4 | RAM ASSOCIATES L7 | C L BHATIA L5 | SUBHASH CHNADRA RAI L6 | DOBARIA BUILDCON L3 | M/s PARASRAM MULCHANDANI L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles complete all as specified and directed. | 75 | Cum | 130 ₹9,750 | 140 ₹10,500 | 250 ₹18,750 | 250 ₹18,750 | 190 ₹14,250 | 200 ₹15,000 | 119 ₹8,925 Lowest |
| 2.00 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete including removal of debris to out side MD land complete all as specified & directed. | 42 | Cum | 250 ₹10,500 | 255 ₹10,710 | 300 ₹12,600 | 300 ₹12,600 | 249 ₹10,458 Lowest | 350 ₹14,700 | 250 ₹10,500 |
| 3.00 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed. | 1,560 | Cum | 210 ₹3,27,600 | 220 ₹3,43,200 | 310 ₹4,83,600 | 170 ₹2,65,200 Lowest | 189 ₹2,94,840 | 200 ₹3,12,000 | 180 ₹2,80,800 |
| 4.00 | Excavation in trenches, not exceeding 1.5m wide and exceeding 1.5m but n exc 3.00 metre in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and exceeding 1.5m but n exc 3.00 metre in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed. | 92 | Cum | 250 ₹23,000 | 300 ₹27,600 | 340 ₹31,280 | 190 ₹17,480 Lowest | 250 ₹23,000 | 250 ₹23,000 | 250 ₹23,000 |
| 5.00 | Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed. | 937 | Cum | 50 ₹46,850 Lowest | 60 ₹56,220 | 100 ₹93,700 | 70 ₹65,590 | 110 ₹1,03,070 | 100 ₹93,700 | 80 ₹74,960 |
| 6.00 | Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed. | 715 | Cum | 100 ₹71,500 | 105 ₹75,075 | 100 ₹71,500 | 75 ₹53,625 Lowest | 179 ₹1,27,985 | 130 ₹92,950 | 120 ₹85,800 |
| 7.00 | M&L PCC( 1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 105 | Cum | 2,900 ₹3,04,500 | 2,850 ₹2,99,250 | 2,800 ₹2,94,000 Lowest | 2,800 ₹2,94,000 Lowest | 3,990 ₹4,18,950 | 3,800 ₹3,99,000 | 2,900 ₹3,04,500 |
| 8.00 | M&L RCC design mix M-25 using 20 mm graded stone aggregate as in foundation including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 335 | Cum | 5,500 ₹18,42,500 | 5,400 ₹18,09,000 | 5,900 ₹19,76,500 | 5,100 ₹17,08,500 | 4,990 ₹16,71,650 | 5,280 ₹17,68,800 | 4,600 ₹15,41,000 Lowest |
| 9.00 | M&L For RCC design mix M-25 using 20 mm graded stone aggregate as in pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 90 | Cum | 5,700 ₹5,13,000 | 5,650 ₹5,08,500 | 6,100 ₹5,49,000 | 5,490 ₹4,94,100 | 5,400 ₹4,86,000 Lowest | 5,500 ₹4,95,000 | 5,500 ₹4,95,000 |
| 10.00 | M&L For RCC design mix M-25 using 20 mm graded stone aggregate as in beams, Lintel beams, cantilevers, bressummers, Lintels over 1.5m span complete all as specified and directed. | 158 | Cum | 5,700 ₹9,00,600 | 5,750 ₹9,08,500 | 6,200 ₹9,79,600 | 5,690 ₹8,99,020 | 5,490 ₹8,67,420 Lowest | 5,550 ₹8,76,900 | 5,800 ₹9,16,400 |
Tender Value
₹1.5 Cr
EMD Value
₹2.2 L
Closing Date
30 Jun 2025, 6:00 pmClosed
CWE JABALPUR
HQ CWE JABALPUR OPPOSITE SUPPLY DEPOT SADAR 482001
SPECIAL REPAIR TO JAFRI WALL ALONG RIDGE ROAD OF HQ MB AREA UNITS AND MARRIED ACCN UNDER GE (WEST) JABALPUR
2025_MES_712262_1
81116/E8
Open Tender
Civil Works
Item Rate
270 days
JABALPUR
AS PER NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE (WEST ) JABALPUR
₹2.2 L
Yes
1 Sept 2025
3 Jun 2025
5 Jul 2025
3 Jun 2025
30 Jun 2025
24 Jun 2025
3 Jun 2025 - 23 Jun 2025
Amount
Dismantling brick work or stone/ boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and pre-cast concrete articles complete all as specified and directed.
Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforcement cut as required to facilitate demolition) complete including removal of debris to out side MD land complete all as specified & directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and n. exc. 1.5m in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
Excavation in trenches, not exceeding 1.5m wide and exceeding 1.5m but n exc 3.00 metre in depth for foundation, for laying of pipe, cable etc or n. exc.10 Sqm on plan and exceeding 1.5m but n exc 3.00 metre in depth for shafts, cesspits, manholes, pier holes, etc and getting out in any type of soil complete all as specified and directed.
Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each complete all as specified and directed.
Removing excavated soil not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.
M&L PCC( 1:4:8) type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.
M&L RCC design mix M-25 using 20 mm graded stone aggregate as in foundation including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
M&L For RCC design mix M-25 using 20 mm graded stone aggregate as in pillars, posts, struts, piers, columns and stanchions complete all as specified and directed.
M&L For RCC design mix M-25 using 20 mm graded stone aggregate as in beams, Lintel beams, cantilevers, bressummers, Lintels over 1.5m span complete all as specified and directed.
M&L for Form work to sides of concrete foundations, footings, bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams;and similar work; vertical or to batter for rough finished surface of concrete complete all as specified and directed.
M&L for Formwork to sides of pillars, posts, struts, piers, columns and stanchions for rough finished surface of concrete complete all as specified and directed.
M&L for Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. for rough finished surface of concrete complete all as specified and directed.
M&L for mild steel TMT bars 10 mm dia and over as in reinforcement for concrete, cut to length, bent to shape required, including cranking, bending, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
M&L for mild steel TMT bars 8 mm dia as in stirrups, spacers and binders for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed.
M&L for brick work with sub class 'B' fly ash bricks, straight or curved on plan exc 6m mean radius built in CM (1:6) complete all as specified & directed.
M&L PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in coping, benching, bed block, and similar work including weathering, slightly rounded or chamfered angles and throating including necessary form work complete all as specified and directed.
M&L for 10mm thick rendering in CM (1:4) on fair faces of brick wall or concrete surfaces, finished even and smooth without using extra cement complete all as specified & directed.
S&F mild steel framed work such as grills, gratings etc with ends of bars shouldered and/ or riveted, or forged into spikes, framed guard bars and similar work conforming to Fe- 290 ( Gde-E-165) complete all as specified and as directed. Note: The unit rate quoted by contractor is deemed to be inclusive of cutting to dead lenth where required, notching, drilling, fitting, rivetting and/or welding or connecting with bolts and nuts (including rivets or bolt and nuts). No claim whatso ever shall be entertained by Govt on this account.
M&L for preparation of new surfaces of iron/ steel of any description over 10 cm width or girth and applying two coat of synthetic enamel paint over a coat of red oxide primer as approved by GE complete all as specified & directed.
M&L for prepration of new plastered surfaces of walls and applying two coats of cement base paint over & including a coat of cement base primer complete all as specified & directed.
Schedule of credit amount of Rs 35,000.00 to be deducted during AOC
Tiki Water proofing Co (BID ID -3339162)
DOBARIA BUILDCON (BID ID -3341755)
JAIDEV SINGH CHADHA (BID ID -3339590)
C L BHATIA (BID ID -3341097)
SUBHASH CHNADRA RAI (BID ID -3341374)
RAM ASSOCIATES (BID ID -3340726)
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 .