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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.3 LAccepted-AOC FLAT NO 20 AMBEDKAR ROAD DEHU ROAD PUNE 412101 D 101 CESC INDEX NO D 101 HQ CESC PUNE | NA | NA | 412101 | L1 | Accepted-AOC BEING L1 | |
| 2 | L2₹30.9 L+₹1.3 L (4.56%)Rejected-Finance | L2 | Rejected-Finance BEING NOT L1 | |
| 3 | L3₹35.0 L+₹5.5 L (18.6%)Rejected-Finance | L3 | Rejected-Finance BEING NOT L1 |
| Sl No | Description | Qty | Unit | Santhi Enterprises L1 | GUND PARAG JAGANNATH L3 | M/s.TIRUPATI BUILDERS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or
for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc
1.5 m in depth and getting out hard/dense soil (Including brickwork and PCC in drain below Ground level) | 120.56 | Cum | 160 ₹19,289.6 | 200 ₹24,112 | 149 ₹17,963.44 Lowest |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out hard and dense soil | 10 | Cum | 90 ₹900 Lowest | 450 ₹4,500 | 199 ₹1,990 |
| 3.00 | Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, | 40 | Each | 120 ₹4,800 | 95 ₹3,800 Lowest | 99 ₹3,960 |
| 4.00 | M & L for plain cement concrete 1.3:6 type D2 (using 40m graded stone aggregate) in foundations, filling and mass concrete including filling as specified and directed. | 28.76 | Cum | 3,500 ₹1,00,660 | 2,700 ₹77,652 | 2,500 ₹71,900 Lowest |
| 5.00 | M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete. | 15 | Cum | 850 ₹12,750 | 1,300 ₹19,500 | 599 ₹8,985 Lowest |
| 6.00 | M& L Hardcore of gauge exc 63 mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface all as specified and directed. | 82.57 | Cum | 1,500 ₹1,23,855 | 1,900 ₹1,56,883 | 1,499 ₹1,23,772.43 Lowest |
| 7.00 | Demolition of brickwork built in cement mortar including all quoins, arches, pillars, but excluding pre-cast concrete articles, Complete all as specified and directed by Engineer-in-charge. | 70.85 | Cum | 200 ₹14,170 | 45 ₹3,188.25 Lowest | 299 ₹21,184.15 |
| 8.00 | M&L Brick work with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1 : 4 including trapozedial shape of brick work as in drain/compound wall/culvert or as per requirement all as specified and directed by Engr-in-Charge. | 19.7 | Cum | 6,500 ₹1,28,050 | 6,600 ₹1,30,020 | 5,999 ₹1,18,180.3 Lowest |
| 9.00 | Ditto as item No 8 above but except brick | 2 | Cum | 1,500 ₹3,000 Lowest | 6,000 ₹12,000 | 1,999 ₹3,998 |
| 10.00 | M&L for PCC type B0 in 1:2:4 ( using 12.5mm graded aggregate) as in coping, bed block and surface channel of drain all as specified and directed by Engr in Charge | 10 | Cum | 4,000 ₹40,000 | 2,800 ₹28,000 Lowest | 4,000 ₹40,000 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
7 Jun 2025, 6:00 pmClosed
GE AF OJHAR
GE AF OJHAR
REPAIR TO DRAINAGE FENCING, BOUNDARY WALL CLEANING AND REPAIRING OF SEWAGE LINE AND OTHER MISCELLANEOUS WORK IN DOMASTIC TECHNICAL AND RAKSHANNAGAR AREA AT AF STN OJHAR
2025_MES_702832_3
8286/E8
Open Tender
Civil Works
Item Rate
240 days
OJHAR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE AF OJHAR
₹90,000
Yes
13 Oct 2025
15 May 2025
9 Jun 2025
16 May 2025
7 Jun 2025
20 May 2025
Amount
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard/dense soil (Including brickwork and PCC in drain below Ground level)
Excavating over areas, n exc 1.5 m deep and getting out hard and dense soil
Excavating in post holes (or similar holes) in soft/loose soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm,
M & L for plain cement concrete 1.3:6 type D2 (using 40m graded stone aggregate) in foundations, filling and mass concrete including filling as specified and directed.
M&L Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete.
M& L Hardcore of gauge exc 63 mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface all as specified and directed.
Demolition of brickwork built in cement mortar including all quoins, arches, pillars, but excluding pre-cast concrete articles, Complete all as specified and directed by Engineer-in-charge.
M&L Brick work with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1 : 4 including trapozedial shape of brick work as in drain/compound wall/culvert or as per requirement all as specified and directed by Engr-in-Charge.
Ditto as item No 8 above but except brick
M&L for PCC type B0 in 1:2:4 ( using 12.5mm graded aggregate) as in coping, bed block and surface channel of drain all as specified and directed by Engr in Charge
M&L for Keyed pointing to random or polygonal rubble masonry uncoursed in CM 1:4
M & L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-In-Charge
Preparation of old surfaces of wall/ceiling by brooming down and applying one coat of cement paint white or tinted on walls including cornices etc complete all as specified and as directed by Engineer in charge. Note : Curing is essential before & after application of cement base paint. Contractor is to make his proper arrangement of work scaretted in all the buildings.
M&L for Extra for forming fair finished drain or channel exc 45cm and upto 65 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc all as specified and directed by Engr in charge
Extra for forming fair finished drain or channel upto 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc.
Removing excavated material beyond MoD land and depositing at contractor own arrangement
Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm thick with soils.Complete all as specified and directed by Engineer-in-charge.
M&L for reinforced concrete pipes 450mm dia, class NP2, laid and jointed complete with collars
M&L for reinforced concrete pipes 600mm dia, class NP2, laid and jointed complete with collars
Supply and fixing in repair concertina coil fencing with punched tape concertina coil 900 mm dia having 50 Now round per 6 mtr length, spring core wire (2.5mm thick) of high tensile strength of 165Kg/Sqmm with tape (0.52mm thick) and weight 43.47gm per meter and fixing the same with existing/New Y shape angle iron placed 3m apart with all fixing arrangement GI wire . Note ; the Concertina coil shall be fixed on existing Y section angles and Dia shall be be maintained 900mm. including fixing clips / binding wires required for tieing up concertina to angle iron frame.
Supply and fixing in repair Galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (eachline wire to be measured)
Restraining, restructuring of barbed wire, making good staples complete all as specified and dirtected.
Dismantling wrought iron or mild steel work of any description not otherwise provided for
M&Lmild steel Hand rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors/ gate of any design / pattern , balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing / angle iron , made in shape for fixing of barbed wire/ Concertina coil including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 Note : Barbed wire/ Concertina coil shall be measured separetely.
M & L two coats of synthetic enamel paint on steel surfaces over one coat of red oxide or zinc chrome primer, of any description over 10cm width or girth including preparation of new or previously untreated surfaces of steel. compete all as specified as directed by Engineer -in -charge
M & L two coats of synthetic enamel paint on steel surfaces of any description over 10cm width or girth including preparation of old or previously treated surfaces of steel compete all as specified as directed by Engineer -in -charge
M & L two coats of aluminium paint on steel surfaces of any description over 10cm width or girth including preparation of old or previously treated surfaces of steel compete all as specified as directed by Engineer -in -charge
S&F Mild steel flat iron and tie bars for fencing , fixed independently support for securing fencing wire/chain link fencing duly drilled hole and similar articles etc confirming to Fe 410 or Fe 310 complete all as specified and as directed by Engineer-In-Charge.
S&F mild steel screw bolts (machine made) with hexagonal or square head at one end and the screwed the other to be fitted with washers and one hexagonal or square up to 5cm long of suitable dia n exc 12 mm . complete all as specified and as directed by Engineer-In-Charge.
Supply only chain link MS galvanised fencing , any size or type
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire.
S & F for Mild steel TMT Bar 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia.Complete all as specified and directed by Engineer-in-charge.
M&L B0 (1:2:4) (12.5mm graded stone aggregate) Providing precast ce- ment concrete in win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, pier caps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces, including chamfers, weatherings, throat- ing etc. and setting in mortar complete with joints to match complete and as directed by Engr in charge.
Demolition cement concrete of any description and in any position not otherwise specification provided for including PCC of existing roof, PCC tiles with screed bed and removing the demolished material outside MoD land at own arrangements of contractor.
M & L for 75mm thick cement concrete type B0 (1:4:8) using 40mm graded stone aggregate as in sub base of floor
Supply and spreading coarse gravel under floors or in foundation including watering and consolidation
M & L for machine pressed rubber moulded precast concrete interlocking paver block with grey cement and pigment any shape size and colour confirming to IS 15658-2006 of 60 mm thickness M-40 grade all as specified and directed Eng-In-Charge.
M & L for rubber moulded Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set jointed and pointed in white cement and pigment cement slury in floors with screed bed CM 1:6 15mm thick complete. Note : Drain wk shall include surveying of area of drain repair for maintaining proper slope of the drain, necessary instrument/staff shall be deemed to be included in the rate quoted, nothing extra shall be paid on this account.
Removing existing man hole cover and cleaning of existing sewage line of any dia including manholes of any depth and size by mechanical Jetting/rodding machine with sufficent pressure and rodding to clear the line without damageing the pipes by removing the old sewage materials sticked to internal periphery of the pipe completely. and collecting sludge in closed filth carts and depositing all as as directed by engr-in-charge including sprinkling of antibiotic powder on effected area and refixing the manhole cover as before all as directed by Engr-in-Charge. Note : (i). After Commencement of work the Contractor shoud start the cleaning of Sewage line without any delay. (ii) At the time of cleaning the sewage line the contractor will make the complete sketch and will take photographs before and after cleaning the line and the same shall be submitted to the Enghr-in-Charge before making any payment. (iii) Contractor either purchase the proper machinary required for the above item/will hire from other agency and will submitt the documents and take approval from GE for machinary installed for cleaning.
Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 150mm.Completed all as specified and directed by Engineer-in-charge.
All as per item no 40 above but internal dia of pipe 200mm
All as per item No. 40 above but internal dia of pipe 300mm.
Excavating in trenches, n exc 1.50m wide and n exc 1.50m in depth; for foundations, etc. or for manholes etc not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in soft/loose soil.Complete all as specified and directed by Engineer-in-charge.
Excavating in trenches, n exc 1.50m wide and exc 1.50m in depth; for foundations, etc. or for manholes etc not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in soft/desinrgrated rock.Complete all as specified and directed by Engineer-in-charge.
Excavating in trenches, n exc 1.50m wide and exc 1.50m but n exc 3.00 mtr in depth; for foundations, etc. or for manholes etc not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in Hard/dense soil.Complete all as specified and directed by Engineer-in-charge.
All as per item no. 45above but in soft/disintregated rock.
All as per item no.45 above but in hard rock.
M & L for reinforced cement concrete pipes class NP-2 laid in jointed complete with collers ,bore of pipe 150mm Complete all as specified and directed by Engineer-in-charge. Make : Hindustan / Universal or equvilant confirming to IS.
M & L for reinforced cement concrete pipes class NP-2 laid in jointed complete with collers ,bore of pipe 200mm Complete all as specified and directed by Engineer-in-charge. Make : Hindustan / Universal or equvilant confirming to IS.
M & L for reinforced cement concrete pipes, class NP-2, laid and jointed complete with collars, bore of pipe 300mm.Complete all as specified and directed by Engineer-in-charge. Make : Hindustan / Universal or equvilant confirming to IS.
M & L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate, bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in bore of pipe 150mm.Complete all as specified and directed by Engineer-in-charge.
M & L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate, bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in bore of pipe 200mm.Complete all as specified and directed by Engineer-in-charge.
M & L for cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate, bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in bore of pipe 300mm.Complete all as specified and directed by Engineer-in-charge.
M&L Brick work with subclass `B' bricks, straight or curved on plan exc 6m mean radius, built in CM 1 : 6 as in Manholes/ similar work including pointing flush the external face of the brick work as the work proceeds all as specified and directed by Engr-in-Charge
Supply only water proofing compound compllete all as specified and as directed.
Removing surplus excavated material (Soils) to distance of exc. 250 m bu n. exc. 500 m and depositing where directed at a level n. exc. 1.5 m above the starting point. complete all as specified and as directed by Engineer-In-Charge
Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required (internal dia of pipe 150mm )Complete all as specified and directed by Engineer-in-charge.
All as per item No.23 above but internal dia of pipe 200 mm.
All as per item No.23 above but internal dia of pipe 300mm.
M & L for cement concrete 1:2:4 type B1 using 20mm graded stone aggregate in Coping/Channels in side the manholes/ benching etc including formwork and making the surface even and fair Complete all as specified and directed by Engineer-in-charge.
Demolition of reinforcement cement Concrete in slab, kitchen platform and other similar suspended work pavings n exc 15 cm thickness
M & L for providing precast cement concrete type B1 1:2:4 using 20mm stone aggregate set in cement mortar 1:4 for landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs,mangers, shelves and similar articles with plain face complete all as specified and as directed by engr-in -charge.
S & F for deformed or twisted bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia.Complete all as specified and directed by Engineer-in-charge.
All as per item No.30 above but 6mm to 8mm dia bars.
Dismantling of PVC Pipes of any dia from wall and floor complete all as specified and as directed.
S & F for PVC (SWR) pipes, bore of pipe in 110mm, single socketed, in any length, with rubber ring joints, laid in floors or fixed to walls Complete all as specified and as directed by Engineer-In-Charge.
S&F PVC (SWR)pipe single socketed in any length with rubber ring joints,laid in floors 75mm dia Complete all as specified and as directed by Engineer-In-Charge.
S&F in repairs PVC(SWR) branch pieces, single (Single Y) equal or unequal or with parallel branches 75mm dia Complete all as specified and as directed by Engineer-In-Charge.
S & F in Repair for PVC (SWR) bends, any radius, bore of pipe in 75mm with cement solvent in position .Complete all as specified and as directed by Engineer-In-Charge.
S & F in Repair for PVC (SWR) bends, any radius, bore of pipe in 110mm with cement solvent in position Complete all as specified and as directed by Engineer-In-Charge.
Clearing blockages and removal of sludge/mud and other accumulated materials and cleaning gully traps/nahani traps, Bends with 100/75mm dia pipes by opening doors of bends and refixing the same and manhole chambers of any description and size. Including disposal sludge materials in closed filth carts and depositing all as directed by Engr-in-charge, including sprinkling of antibiotic powder on affected area.Complete all as specified and directed by Engineer-in-charge. Note : (i) Superviser will report to AGE B/R Ojhar office for collecting day to day sewage complaint and completed the complaint within 48 hrs in AOR of 11 BRD, Technical area, Domestic area, 762 SU complete MES bldgs. (ii) Necessary arrangement of tools for clearing the sewage line/blockage beared by contractor including complaint slip duly printed.. (iii) In case, fail to attend the complaint within 48 hrs, the recovery amount will be same as the quoted rate of item by the contractor for each complaint. (iv) If any blockage is at any height upto 4 storey bldg the contractor will remove the blockage by using ledder or other mechanical means to clear the blockage , including puncture the vertical lines and making good the same with hassion cloth with CM , The rates are deemed to includ this provision and payment will be made under this item.
M&L for 15 mm thick cement plaster in CM 1:4 on brick surface mixed with water proofing compound @ 0.12 ltr per bag of cement or as per manufacturer instruction finished even and smooth without using extra cement Complete all as specified and directed by Engineer-in-charge
Excavating in trenches,n exc1.50 m wide and exc 3.00m but n exc 4.50 m in depth; for foundations, etc. or for manholes etc not exc 10 Sqm on plan and not exc 1.5m in depth and getting out in hard/ldense soil.Complete all as specified and directed by Engineer-in-charge.
All as per item no. 73 above but in soft/disintregated rock.
M&L for Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick Complete all as specified and as directed by Engineer-In-Charge.
Dismantling of PVC Pipes of any dia from and floor complete all as specified and as directed.
S & F for PVC (SWR) pipes, bore of pipe in 110mm, single socketed, in any length, with rubber ring joints, laid in floors or fixed to walls Complete all as specified and as directed by Engineer-In-Charge.
S&F PVC (SWR)pipe single socketed in any length with rubber ring joints,laid in floors 75mm dia Complete all as specified and as directed by Engineer-In-Charge.
M & L for 40mm thick cement concrete type B1 (1:2:4) using 20mm graded stone aggregate as in sub base of floor complete all as specified and as directed
M/s.TIRUPATI BUILDERS (BID ID -3301778)
GUND PARAG JAGANNATH (BID ID -3311848)
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