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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹38.5 LAccepted-AOC | L-1 | Accepted-AOC Lowest bidder for the subject work. | |
| 2 | L-2₹38.9 L+₹33,640 (0.87%)Rejected-Finance | L-2 | Rejected-Finance other than the lowest bidder | |
| 3 | L-3₹47.7 L+₹9.1 L (23.7%)Rejected-Finance | L-3 | Rejected-Finance other than the lowest bidder | |
| 4 | L-4₹65.1 L+₹26.6 L (68.9%)Rejected-Finance | L-4 | Rejected-Finance other than the lowest bidder | |
| 5 | L-5₹69.4 L+₹30.8 L (80.0%)Rejected-Finance | L-5 | Rejected-Finance other than the lowest bidder |
| Sl No | Description | Qty | Unit | Raja enterprises L4 | M/S AJAY JAIN L3 | M/s H V Infra Projects L2 | BRIJLAL UPADHAYA L1 | Makewell Enterprises L5 |
|---|---|---|---|---|---|---|---|---|
| 0.00GENERAL SUMMARY | ||||||||
| 1.00Lump sum price worked out by the contractor against Schedule ‘A’ Part- I for the following works:- | ||||||||
| 1.01 | Supply and fixing and commissioning and operation & maint of electro-mechanical composter with daily waste processing capacity of 200 Kg per day with inbuilt food waste shredder . The job comprises of the following :-
(a) Supply and Installation of Fully automatic Organic electro-mechanical composter with daily waste processing capacity of 200 Kg per day. The outer body should be SS 202 grade and composting tank and shredder of machine should be made from SS 304 grade stainless steel.
(b) The composting, mixing curing and composting should be automatic after the garbage is fed to the machine.
(c) The composter should incorporate advanced technology for effective odour control during the composting process. (d) Provision of Shed of size 6mX3mX3m size. Sch attached as appx 'A' .
(e) The machine should be mounted and fitted/ anchored on levelled 100 mm PCC flooring (1:2:4) over 100 mm PCC sub base (1:3:6) over 100 mm hardcore. Size of PCC base should be 50cm extra from all around of machine. Sch attached as appx 'B' | 2 | Each Job | 13,36,000 ₹26,72,000 | 8,50,000 ₹17,00,000 | 8,01,100 ₹16,02,200 Lowest | 8,50,000 ₹17,00,000 | 14,50,000 ₹29,00,000 |
| 1.02 | All as per item No 1.01 here-in-before but daily waste processing capacity of 100 Kg per day.
Make: ECOPOLLUTECH ENGINEERS (Model No: Organic waste composting system 100 Kg/Day) or equivalent Shall be approved by GE. | 2 | Each Job | 11,40,000 ₹22,80,000 | 8,40,000 ₹16,80,000 | 5,61,700 ₹11,23,400 Lowest | 6,82,000 ₹13,64,000 | 13,00,000 ₹26,00,000 |
| 1.03Notes for item No. 1.01 & 1.02:- (a) The rate includes internal water supply mains, bib taps, angular stop cocks etc as required., for the cleaning purpose and drainage for waste water. Sch att at Appx 'C' (b) The rate includes external and internal E/M & external water supply services for the running of machine such as three phase connection, sub main wiring, distribution boxes with MCBs. Sch att as Apppx 'D' (c) The rate includes the supply of saw dust, microbic media and manning and operations of the machinery upto defect liability period (24 months). (d) The rate includes the necessary fittings/ fixtures such as nut bolts, gusset plates, running welding for the covered shed and electrical fittings such as conduit pipes, manpower for the installation, loading and unloading of machinery. (e) All MS parts of the machinery exposed surfaces and covered shed should be painted with anti-corrosive epoxy primer and 2 coats of epoxy paint. (f) All MS parts of the covered shed should be painted with synthetic enamelled paint over a coat of red oxide primer. (g) The rate includes drainage system, rain water pipes for the disposal of rain water. (h) The rate includes earthing, submain wiring, 5 Amp/15 Amp sockets and point wiring for each machine. | ||||||||
| 2.00 | Lump sum price worked out by the contractor for SHED WORK as listed in Schedule ‘A’ Part- II (Ref prepriced schedule attached seperately) | 1 | Lump Sum | 4,25,000 ₹4,25,000 | 3,00,000 ₹3,00,000 | 3,02,410 ₹3,02,410 | 1,90,000 ₹1,90,000 Lowest | 3,30,000 ₹3,30,000 |
| 3.00 | Lump sum price worked out by the contractor for HARDSTANDING/BASE MACHINE WORKS as listed in Schedule ‘A’ Part-III (Ref prepriced schedule attached seperately) | 1 | Lump Sum | 65,000 ₹65,000 | 70,000 ₹70,000 | 63,100 ₹63,100 | 40,000 ₹40,000 Lowest | 70,000 ₹70,000 |
| 4.00 | Lump sum price worked out by the contractor for INTERNAL WATER SUPPLY AND DRAIN WORKS as listed in Schedule ‘A’ Part-IV (Ref prepriced schedule attached seperately) | 1 | Lump Sum | 3,00,000 ₹3,00,000 | 2,50,000 ₹2,50,000 | 2,18,800 ₹2,18,800 | 1,50,000 ₹1,50,000 Lowest | 2,80,000 ₹2,80,000 |
| 5.00 | Lump sum price worked out by the contractor for PATH WORKS as listed in Schedule ‘A’ Part-V (Ref prepriced schedule attached seperately) | 1 | Lump Sum | 1,99,000 ₹1,99,000 | 1,60,000 ₹1,60,000 | 1,89,100 ₹1,89,100 | 1,10,000 ₹1,10,000 Lowest | 2,00,000 ₹2,00,000 |
| 6.00 | Lump sum price worked out by the contractor for EXTERNAL ELECTRIFICATION WORKS as listed in Schedule ‘A’ Part-VI (Ref prepriced schedule attached seperately) | 1 | Lump Sum | 3,15,000 ₹3,15,000 | 3,00,000 ₹3,00,000 | 2,49,310 ₹2,49,310 | 1,70,000 ₹1,70,000 Lowest | 3,13,000 ₹3,13,000 |
Tender Value
₹43.1 L
EMD Value
₹86,180
Closing Date
4 Apr 2026, 6:00 pmClosed
Col Pawan Kumar, CWE
Headquarters, Commander Works Engineer, Bhopal, Military Engineer Services, SI Line, Bhopal, Pin Code - 462001 (Madhya Pradesh)
PROVN OF BIO-DEGRADABLE WASTE SHREDDING AND COMPOSTING MACHINE OF 600KG AT BAIRAGARH MIL STN UNDER GE BHOPAL
2026_MES_756493_1
84188/E8
Open Tender
Civil Works
Item Rate
180 days
Bhopal
AS PER NIT CONDITION
7 documents required · 7 mandatory
₹500
Yes
GE Bhopal
₹86,180
Yes
4 May 2026
16 Mar 2026
6 Apr 2026
16 Mar 2026
4 Apr 2026
30 Mar 2026
16 Mar 2026 - 30 Mar 2026
GENERAL SUMMARY
Lump sum price worked out by the contractor against Schedule ‘A’ Part- I for the following works:-
Supply and fixing and commissioning and operation & maint of electro-mechanical composter with daily waste processing capacity of 200 Kg per day with inbuilt food waste shredder . The job comprises of the following :- (a) Supply and Installation of Fully automatic Organic electro-mechanical composter with daily waste processing capacity of 200 Kg per day. The outer body should be SS 202 grade and composting tank and shredder of machine should be made from SS 304 grade stainless steel. (b) The composting, mixing curing and composting should be automatic after the garbage is fed to the machine. (c) The composter should incorporate advanced technology for effective odour control during the composting process. (d) Provision of Shed of size 6mX3mX3m size. Sch attached as appx 'A' . (e) The machine should be mounted and fitted/ anchored on levelled 100 mm PCC flooring (1:2:4) over 100 mm PCC sub base (1:3:6) over 100 mm hardcore. Size of PCC base should be 50cm extra from all around of machine. Sch attached as appx 'B'
All as per item No 1.01 here-in-before but daily waste processing capacity of 100 Kg per day. Make: ECOPOLLUTECH ENGINEERS (Model No: Organic waste composting system 100 Kg/Day) or equivalent Shall be approved by GE.
Notes for item No. 1.01 & 1.02:- (a) The rate includes internal water supply mains, bib taps, angular stop cocks etc as required., for the cleaning purpose and drainage for waste water. Sch att at Appx 'C' (b) The rate includes external and internal E/M & external water supply services for the running of machine such as three phase connection, sub main wiring, distribution boxes with MCBs. Sch att as Apppx 'D' (c) The rate includes the supply of saw dust, microbic media and manning and operations of the machinery upto defect liability period (24 months). (d) The rate includes the necessary fittings/ fixtures such as nut bolts, gusset plates, running welding for the covered shed and electrical fittings such as conduit pipes, manpower for the installation, loading and unloading of machinery. (e) All MS parts of the machinery exposed surfaces and covered shed should be painted with anti-corrosive epoxy primer and 2 coats of epoxy paint. (f) All MS parts of the covered shed should be painted with synthetic enamelled paint over a coat of red oxide primer. (g) The rate includes drainage system, rain water pipes for the disposal of rain water. (h) The rate includes earthing, submain wiring, 5 Amp/15 Amp sockets and point wiring for each machine.
Lump sum price worked out by the contractor for SHED WORK as listed in Schedule ‘A’ Part- II (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for HARDSTANDING/BASE MACHINE WORKS as listed in Schedule ‘A’ Part-III (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for INTERNAL WATER SUPPLY AND DRAIN WORKS as listed in Schedule ‘A’ Part-IV (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for PATH WORKS as listed in Schedule ‘A’ Part-V (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for EXTERNAL ELECTRIFICATION WORKS as listed in Schedule ‘A’ Part-VI (Ref prepriced schedule attached seperately)
Lump sum price worked out by the contractor for EXTERNAL WATER SUPPLY WORKS as listed in Schedule ‘A’ Part- VII (Ref prepriced schedule attached seperately)
SCH 'A' Pt - VIII (MISCELLANEOUS PARTS)
Relaying of CI/DI pipe including fittings with spigot and socketed end/ flanged end, centrifugally cast laid in trenches after cleaning internally and externally, drawing out forigen material/rust complete with and including new titon joint for fixing of pipe complete all as specified and directed for following sizes:- Note :- (i) Earth work, joints and CI specials/fittings of the pipes shall be measured and paid separately under appropriate item.
80mm bore
100 mm bore
150 mm bore
200 mm bore
S&F of push on flexible rubber gasket (Tyton) joint suitable complete all as specified and directed for following sizes :-
80mm bore
100 mm bore
150 mm bore
200 mm bore
S&F in replacement new mechnical joints of DI pipe, K9 including nuts, bolts and all connecting accessories complete all specified and directed of following sizes:-
80mm bore
100 mm bore
150 mm bore
M&L for valve chamber 600x600x900 mm for 80/50mm sluice valve, including brick massonary 23 cm thick with cement mortar 1:6, on PCC 1:4:8, D-2 100mm thick foundation, 10mm thick plaster internally in CM 1:6, Flooring 40mm thick in PCC 1:2:4 type B1 over 75 mm PCC base, 3mm thick for MS cover plate with locking arrangement, handle, etc duly black painted complete all as per specifications
M & L for MS Clamp 50mm width 4mm thick and not less than 30Cm in length 02 Nos for connection of 50mm dia GI pipe with CI/DI pipe including socket for fixing 50mm dia pipe etc
M & L for MS Clamp 50mm width 4mm thick and not less than 30Cm in length 02 Nos for connection of 40mm dia GI pipe with CI/DI pipe socket for fixing 40mm dia pipe etc
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