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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-AOC 503 GIRIRAJ HEIGHT VAITY WADI L B S MARG NEAR HARINIWAS CIRCLE THANE 400 602 | THANE | MAHARASHTRA | 400602 | L1 | Accepted-AOC L1 Rate Satisfactory | |
| 2 | L2₹39.5 L+₹5.9 L (17.5%)Rejected-Finance MAYURESH BHARAT CHS PLOT NO 170 181 B 09 SECTOR 21 NERUL NAVI MUMBAI 400706 | THANE | MAHARASHTRA | 400706 | L2 | Rejected-Finance Greater Than L1 | |
| 3 | L3₹39.9 L+₹6.3 L (18.8%)Rejected-Finance HOUSE NO 11 VILLAGE POST SAIGAON THE BHALKI DIST BIDAR STATE KARNATAKA 585416 | BIDAR | KARNATAKA | 585416 | L3 | Rejected-Finance Greater Than L1 |
| Sl No | Description | Qty | Unit | United Engineers and Contractors L1 | JADHAV CONSTRUCTION AND INFRASTRUCTURE L3 | ECOBUILD L2 |
|---|---|---|---|---|---|---|
| 1.00 | Desilting of manhole complete by removing all scum, sludge, silt (both organic and inorganic nature) mechanical scraper and disposal of the same and buried in trenches etc, as in foul condition for any depth complete all as specified and directed.
Note: Quoted rate of tenderer is deemed to be inclusive of dewatering as required and nothing extra shall be admissible to te contractor on this account.(Sludge/ sludge water shall be diposed off in closed container authorized dumping site delared by local administration outside MD land as directed by Engineer-in-charge. | 1,950 | Each | 50 ₹97,500 Lowest | 75 ₹1,46,250 | 80 ₹1,56,000 |
| 2.00 | Cleaning existing sewage lines of dia of pipe (150mm,200mm,300mm) and any depth with machines with pressure fresh water jets as required at site from manholes to manhole, removing blockage of any type, flushing the line with pressure water jets and making the line fully functional complete all as specified and as directed by Engineer-in-Charge. | 15,000 | RM | 25 ₹3,75,000 Lowest | 50 ₹7,50,000 | 101 ₹15,15,000 |
| 3.00 | Dewatering of septic tank/Soakage well, any size any depth, cleaning and taking out effluent water from septic tank by mechanical means as in foul conditions and confined places, filled in closed containers of capacity 5000 Litre each to the full capacity and disposed off at dumping site outside MoD, authorised by Local Administration complete all as specified and directed.
Note: Record of disposal of effluent water shall be maintained by the contractor in a pucca bound register. Entry for each trip disposing off the effluent water in container with tractor RC Number carrying the container shall be made in the register and each shall be signed by the Engineer-in-Charge. | 50 | Per container 5000 Litre capacity each | 5,000 ₹2,50,000 | 1,000 ₹50,000 Lowest | 2,500 ₹1,25,000 |
| 4.00 | Excavation in trenches, n exc 1.50 mtr wide and n exc 1.50 mtr in depth, for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 Sqm on plan and n exc 1.50 mtr in depth and getting out in hard dense soil complete all as specified by Engineer-in-charge. | 450 | Cum | 450 ₹2,02,500 | 790 ₹3,55,500 | 220 ₹99,000 Lowest |
| 5.00 | Excavation in trenches n.exc 1.5m wide and exc 1.50m but n.exc 3.0 m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on planand getting out in hard dense soil complete all as specified by Engineer-in-Charge | 90 | Cum | 550 ₹49,500 | 815 ₹73,350 | 375 ₹33,750 Lowest |
| 6.00 | Excavation in trenches, n exc 1.50 mtr wide and n exc 1.50 mtr in depth, for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. exc 10 Sqm on plan and n exc 1.50 mtr in depth and getting out in disintegrated rock complete all as specified by Engineer-in-Charge . | 12 | Cum | 1,200 ₹14,400 Lowest | 1,250 ₹15,000 | 1,400 ₹16,800 |
| 7.00 | Excavation in trenches n.exc 1.5m wide and exc 1.50m but n.exc 3.0 m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on planand getting out in disintegrated rock complete all as specified by Engineer-in-Charge | 8 | Cum | 1,300 ₹10,400 Lowest | 1,450 ₹11,600 | 1,700 ₹13,600 |
| 8.00 | Dismantling of 150mm cast iron or reinforced concrete(NP2) / SWR drain pipes, jointed in cement mortar and taking out of trenches, complete all as specified and directed by Engineer-in-Charge. | 400 | Rm | 75 ₹30,000 | 100 ₹40,000 | 50 ₹20,000 Lowest |
| 9.00 | All as per item No 8 here-in-before but 200mm internal dia | 400 | Rm | 100 ₹40,000 | 100 ₹40,000 | 80 ₹32,000 Lowest |
| 10.00 | All as per item No 8 here-in-before but 300mm internal dia | 200 | Rm | 125 ₹25,000 | 100 ₹20,000 Lowest | 100 ₹20,000 Lowest |
Tender Value
₹45.0 L
EMD Value
₹90,000
Closing Date
15 Jul 2025, 6:00 pmClosed
Gaurav Tiwari, IDSE
GE (I) (NAVY), INS SHIVAJI - POST, LONAVLA -410402
REPAIRS TO SEWAGE LINE MANHOLES COVERS CLEANING OF SEWAGE LINE ETC AT INS SHIVAJI AND NSB AREA LONAVLA
2025_MES_714692_1
GE/LONAVLA/8316/E8
Open Tender
Civil Works
Item Rate
270 days
GE (I) (NAVY) LONAVLA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE (I) (NAVY) LONAVLA
₹90,000
Yes
8 Nov 2025
16 Jun 2025
17 Jul 2025
16 Jun 2025
15 Jul 2025
1 Jul 2025
16 Jun 2025 - 30 Jun 2025
Amount
Desilting of manhole complete by removing all scum, sludge, silt (both organic and inorganic nature) mechanical scraper and disposal of the same and buried in trenches etc, as in foul condition for any depth complete all as specified and directed. Note: Quoted rate of tenderer is deemed to be inclusive of dewatering as required and nothing extra shall be admissible to te contractor on this account.(Sludge/ sludge water shall be diposed off in closed container authorized dumping site delared by local administration outside MD land as directed by Engineer-in-charge.
Cleaning existing sewage lines of dia of pipe (150mm,200mm,300mm) and any depth with machines with pressure fresh water jets as required at site from manholes to manhole, removing blockage of any type, flushing the line with pressure water jets and making the line fully functional complete all as specified and as directed by Engineer-in-Charge.
Dewatering of septic tank/Soakage well, any size any depth, cleaning and taking out effluent water from septic tank by mechanical means as in foul conditions and confined places, filled in closed containers of capacity 5000 Litre each to the full capacity and disposed off at dumping site outside MoD, authorised by Local Administration complete all as specified and directed. Note: Record of disposal of effluent water shall be maintained by the contractor in a pucca bound register. Entry for each trip disposing off the effluent water in container with tractor RC Number carrying the container shall be made in the register and each shall be signed by the Engineer-in-Charge.
Excavation in trenches, n exc 1.50 mtr wide and n exc 1.50 mtr in depth, for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 Sqm on plan and n exc 1.50 mtr in depth and getting out in hard dense soil complete all as specified by Engineer-in-charge.
Excavation in trenches n.exc 1.5m wide and exc 1.50m but n.exc 3.0 m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on planand getting out in hard dense soil complete all as specified by Engineer-in-Charge
Excavation in trenches, n exc 1.50 mtr wide and n exc 1.50 mtr in depth, for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. exc 10 Sqm on plan and n exc 1.50 mtr in depth and getting out in disintegrated rock complete all as specified by Engineer-in-Charge .
Excavation in trenches n.exc 1.5m wide and exc 1.50m but n.exc 3.0 m in depth; for foundation , etc or for shafts, wells, cesspits, manholes, pair holes, etc n.exc 10 Sqm on planand getting out in disintegrated rock complete all as specified by Engineer-in-Charge
Dismantling of 150mm cast iron or reinforced concrete(NP2) / SWR drain pipes, jointed in cement mortar and taking out of trenches, complete all as specified and directed by Engineer-in-Charge.
All as per item No 8 here-in-before but 200mm internal dia
All as per item No 8 here-in-before but 300mm internal dia
M&L, PCC 1:4:8 type D-2 using 40mm graded stone aggregate 150mm thick concrete bedding to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipe complete all as specified and directed by Engineer-in-Charge.
All as per item No 11 here-in-before but 200mm bore
All as per item No 11 here-in-before but 300mm bore
S&F 150mm bore Reinforced concrete pipes, class NP2, laid and jointed complete with collars laid in trenches and jointed as specified and directed by Engineer-in-Charge.
All as per item No 14 here-in-before but 200mm bore
All as per item No 14 here-in-before but 300mm bore
M&L for HDPE pipes double wall corrugated(DWC) SN8 for sewer line 150 mm Outer dia laid in trenches encasing around the pipe and packing under and haunching against the side of pipes after they are laid and tested complete all as specifed and directed. Note:all fittings and jointed with coupling using appropriate adhesive or other methods complete all as specified by Engineer-in-Charge.
M&L for HDPE pipes double wall corrugated(DWC) SN8 for sewer line 200 mm Outer dia laid in trenches encasing around the pipe and packing under and haunching against the side of pipes after they are laid and tested complete all as specifed and directed. Note:all fittings and jointed with coupling using appropriate adhesive or other methods complete all as specified by Engineer-in-Charge.
M&L for HDPE pipes double wall corrugated(DWC) SN8 for sewer line 300 mm Outer dia laid in trenches encasing around the pipe and packing under and haunching against the side of pipes after they are laid and tested complete all as specifed and directed. Note:all fittings and jointed with coupling using appropriate adhesive or other methods complete all as specified by Engineer-in-Charge.
Returning filling in, including, spreading levelling watering and well ramming in layers not exc 25cm in soft/loose soil etc complete all as specified and as directed by Engineer-in-Charge.
Removing excavated material exc 250m but n.exc 500m and depositing where directed as in soils complete all as specified and as directed by Engineer-in-Charge.
Demolition of 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 precast concrete articles complete all as specifed and directed by Engineer-in-Charge.
M&L for brick work with sub class B bricks straight or curved on plan exceeding 6 m mean radius built in CM 1:6 complete all as specifed and directed by Engineer-in-Charge. .
Material and labour rendering 15mm thick in cement plaster 1:4 on fair faces of brick work or concrete surfaces in septic tank and man hole,etc internal finishes the surfaces even and smooth without extra cement coat including using water proofing compound 3% by weight of cement etc complete all as specified & directed by Engineer-in-Charge. (Note :-Supply only water proofing compound will be measured and paid separately)
supply only liquid water proofing compound
M/L for rendering 15 mm thick in CM 1:6 on brick walls of manholes,septic tank ,etc external surface finishing even and smooth (with out using extra cement)etc complete all as specified and directed by Engineer-in-Charge.
Demolition of concrete in ground floors (un re-inforced) and paving n.exc. 15 cm thickness (below or above ground level) and removal of rubbish/ demolished materials out of MD land complete all as specified and directed by Engineer-in-Charge.
M&L for cement concrete type D-2 1:4:8 using 40 mm graded stone aggregate in filling foundation , sub base of floor and mass concrete complete all as specifed and directed by Engineer-in-Charge.
Material and labour for plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in surface channels and drains complete all as specified by Engineer-in-Charge.
M&L for providing plain cement concrete 1:2:4 type B-1using 20mm graded stone aggregate as in coping including framed work for man holes etc including weathering ,slightly rounded or chamfered angle and throating as directed including necessary form work complete all as specifed and directed by Engineer-in-Charge.
Demolition of RCC of any description and in any position not otherwise specifically provided rainforced (rainforcement of cut as required to facilasite demolition etc) complete all as specifed and directed by Engineer-in-Charge.
Providing and fixing of precast cement concrete(reinforced) of typeB1 1:2:4 ( 20 mm graded aggregate) with cement mortar 1:4 in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces, complete all as specified by Engineer-in-Charge.
Material and labour for TMT bars 6- 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.
M&L for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, slabs, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality confirming to TMT bars complete all as specified by Engineer-in-Charge.
S&F Cast iron work grade FG 150, unmachined in bracket, over head tank covers with brackets ,gully traps, grating, railing,frames,manhole covers,fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters exc 5kg each and similar articles all as specified and directed by Engineer-in-Charge.
Demolition and breaking up drain pipes of wall/floors of 75/110mm bore (glazed stone ware, PVC or reinforced concrete) pipes and including all fittings (double Y,single Y,bends etc) complete all as specified and directed by Engineer-in-Charge
S&F 75mm bore for PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified by Engineer-in-Charge.
S&F 75mm bore for PVC (SWR) pipes, single socketed, in any length with rubber ring joints,/steel clamps fixed to walls complete all as specified by Engineer-in-Charge.
S&F PVC (SWR) bends with access door of 75mm bore in radius complete all as specified by Engineer-in-Charge .
S&F 75mm bore PVC (SWR) branch piece single Y equal or unequal of complete all as specified by Engineer-in-Charge .
S&F 75 mm bore PVC (SWR) branch piece double Y equal or unequal of complete all as specified by Engineer-in-Charge.
S&F for 75mm stain less steel gratings fixing with white solvent cement complete all as specified by Engineer-in-Charge.
S&F PVC (SWR) 75mmbore vent cowel complete all as specified by Engineer-in-Charge.
S&F 110mm bore for PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified by Engineer-in-Charge.
S&F 110mm bore for PVC (SWR) pipes, single socketed, in any length with rubber ring joints,/steel clamps fixed to walls complete all as specified by Engineer-in-Charge.
S&F PVC (SWR) bends with access door of 110mm bore in radius complete all as specified by Engineer-in-Charge .
S&F110mm bore PVC (SWR) branch piece single Y equal or unequal of complete all as specified by Engineer-in-Charge.
S&F 110 mm bore PVC (SWR) branch piece double Y equal or unequal of complete all as specified by Engineer-in-Charge .
S&F for 110mm stain less steel gratings fixing with white solvent cement complete all as specified by Engineer-in-Charge.
S&F PVC (SWR) 110mm bore vent cowel complete all as specified by Engineer-in-Charge .
Dismantling of Nahani /Floor trap ,gully trap etc, including cement mortar bedding complete all as specified and directed by Engineer-in-Charge.
S&F PVC (SWR ) gully trap 125/110mm setting and jointing with solvent cement stain less steel gratings fixing with white cement complete all as specified by Engineer-in-Charge.
S&F PVC (SWR) Nahani /Floor trap, 75 mm dia of out let, plain with grating including jointing to waste pipe with solvent and cement concrete type B1 (1:2:4) & including removing old trap complete all as specified and as directed by Engineer-in-Charge.
Dismantling of floor, hearth or wall tiling including cement mortar bedding complete all as specified and directed by Engineer-in-Charge.
M&L for non Skid ceramic coloured tiles 7 to 8 mm thick (desined pattren) (square/ rectangular) area of each tile exceeding 0.06Sqm but not exceeding 0.11 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15mm thick in CM (1:4) for laying floor tiles complete all as specified and as directed by Engineer-in-Charge.
ECOBUILD (BID ID -3359845)
JADHAV CONSTRUCTION AND INFRASTRUCTURE (BID ID -3351512)
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