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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-AOC | L1 | Accepted-AOC Awarded Being Lowest Bidder | |
| 2 | L2₹30.9 L+₹63,825 (2.11%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹37.1 L+₹6.9 L (22.7%)Rejected-AOC | L3 | Rejected-AOC Rejected | |
| 4 | L4₹38.0 L+₹7.7 L (25.5%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | L5₹42.3 L+₹12.1 L (39.9%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹49.4 L
EMD Value
₹98,800
Closing Date
29 Mar 2023, 6:00 pmClosed
Garrison Engineer North Ahmednagar
Military Engineer Services Garrison Engineer North Nagar Pathardi Road Opp Ahmednagar Fort Ahmednagar - 414 002
Repairs to sewage line septic tank drain compound wall Kerb stones and manholes and other misc B/R work at BTR A and E Regt Auto Regt EME Workshopp Motibagh officers Qtrs and central institutes in the area of AGE B/R II under GE (N) Ahmednagar
2023_MES_578585_3
8711 / E8
Open Tender
Miscellaneous Works
Item Rate
180 days
Garrison Engineer North Ahmednagar
Class D Cat a (i)
8 documents required · 8 mandatory
₹500
Yes
Garrison Engineer(North) Ahmednagar
₹98,800
Yes
31 Mar 2023
16 Mar 2023
31 Mar 2023
16 Mar 2023
29 Mar 2023
17 Mar 2023
Amount
Demolition of cement concrete un-reinforced, of any description, in any position, not otherwise specifically provided for (from the foundation of manhole including benching etc) etc complete all as specified and directed by Engineer-in-Charge
Demolition of reinforced cement Concrete of any description and in any position not otherwise provided for including reinforced cut as required to in ground floors and pavings n exc 15 cm thickness (below or above ground level) etc complete all as specified and directed by Engineer-in-Charge
Demolition of Brick work/PCC Block or stone/bou-lder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast con-crete articles etc complete all as specified and directed by Engineer-in-Charge
Surface dressing n exc 15 cm deep in soft / loose soil and removal of wild growth / shrubs, roots, incl spraying of deweeding chemical 1 m each side, on both sides along sewage line etc complete all as specified and directed by Engineer-in-Charge Note:- (i) Payment for removal of wild growth shall be made once upto completion of subject work. (ii) Contractor shall be responsable to keep the site clean upto completion of the work and no payment shall be allowed after words for the stretch paid in above item.
Excavation in treanches n.exc 1.5m wide and n.exc 1.5m in depth for foundation, etc or for shafts, wells exc 10 sqm on plan and getting out in hard/dense soil etc complete all as specified and directed by Engineer-in-Charge
All as per item No 5 but in depth exc 1.50 mtr and not exc 3.00 mtr etc complete all as specified and directed by Engineer-in-Charge
Returning, filling in, excavated soil including spreading, leveling, watering and well ramming in layers not exceeding 25cm in soft/loose soil etc complete all as specified and directed by Engineer-in-Charge
Removing surplus soil to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point etc complete all as specified and directed by Engineer-in-Charge
M & L for plain Cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete etc complete all as specified and directed by Engineer-in-Charge
M & L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in surface channels and drain etc complete all as specified and directed by Engineer-in-Charge
M & L for PCC 1:3:6 type C-1 using 20mm graded mechanically crushed stone aggregates as in cills, steps, bands, copings, bed plates, kerbs, hold fasts blocks etc including weathering slightly rounded or chamfered angles of throating including form work etc complete all as specified and directed by Engineer-in-Charge
Reinforced cement concrete (1:2:4), type B-1 using 20mm graded stone aggregate as in slabs supported on walls, beams and columns in roof landing etc etc complete all as specified and directed by Engineer-in-Charge (form work & reinforcement measured separately).
M&L for Brickwork with fly ash bricks, Old size bricks straight or curved on plan exc 6m mean radius, built in cement and sand mortar (1:6) etc complete all as specified and directed by Engineer-in-Charge
Formwork to soffits of suspended slabs such as roof slab, floor slab, landings and similar work not exceeding 200 mm thick.etc complete all as specified and directed by Engineer-in-Charge
M&L for TMT bars 10mm over dia including all cutting bending binding cranking placing & binding with MS wire (annealed) not less than 0.90mm dia etc complete all as specified and directed by Engineer-in-Charge
All as per item No 15 (here-in-charge) but 6 to 8mm dia bar.
Taking down cement plaster of any thickness on brick/stone walls or concrete surfaces including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge
M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in cement and sand mortar (1:6) and to be finished even and fair etc complete all as specified and directed by Engineer-in-Charge
M&L for Rendering 10mm thick on fair faces of brick work or concrete surface in CM 1:4 finished even & smooth without using extra cement including water proofing compound as per manufacturers instructions etc complete all as specified and directed by Engineer-in-Charge
Supply only integral water proofing compound etc complete all as specified and directed by Engineer-in-Charge
Material and labour machine pressed precast concrete interlocking paver block with glossy finish, any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid over and including 30 mm thick stone dust cushioning to the pattern etc complete all as specified and directed by Engineer-in-Charge
M & L for plain Cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base concrete etc complete all as specified and directed by Engineer-in-Charge
Material and labour machine pressed precast concrete interlocking paver block with glossy finish, any shape and size confirming to IS 15658-2006 of 80 mm thickness, M-35 Grade laid over and including 30 mm thick stone dust cushioning to the pattern etc complete all as specified and directed by Engineer-in-Charge
Material and labour in repair for 150mm bore Reinforced cement concrete pipe, type NP-2 with & including cement concrete bed to pipe including packing under and hauching against the sides of pipe in PCC 1:4:8 type D-2 using 40 mm graded mechanically crushed stone aggregates, making necessary connections after cutting into existing sewer line /manhole to make it functional after taking down/out salt glazed ware, AC or reinforced concrete pipe as existing at site etc complete all as specified and directed by Engineer-in-Charge
All as per item No 24 (here-in-charge) but 200mm bore pipe
All as per item No 24 (here-in-charge) but 300mm bore pipe
Cutting into existing manhole for connecting new drain 100 mm internal dia of pipe making good to pipe and rendering cutting out existing benching for good forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B1 smooth finished and as required complete for 100mm internal dia pipe etc complete all as specified and directed by Engineer-in-Charge
Supplying and fixing precast manhole cover (LD) of size 12" x 12" made up of steel fibre reinforced concrete M-30 grade as per IS etc complete all as specified and directed by Engr-in-Charge Note : Make and material shall be as approved by GE.
All as per item No 28 (here-in-Charge) but size 18" x 36" etc
Supply and fixing precast Hume Pipe septic tank of capacity 10 users including necessary excavation and earthwork in any type of strata etc complete all as specified and directed by Engineer-in-Charge Note : (i) Septic tank shall be kept minimum 15 cm below GL and shall be laid according to slope of sewage line. (ii) Make and material shall be as approved by GE.
All as per item No 30 (here-in-Charge) but of size of septic tank 25 users.
All as per item No 30 (here-in-Charge) but of size of septic tank 50 users.
Removal of existing brick bats/waste material from sokage well/sokage pit and disposing of outside MD land etc complete all as specified and directed by Engineer-in-Charge
Supply and filling in sokage well/pit with brick bats all as specified and directed by Engr-in-Charge.
Taking down pipes from bldgs and rain water pipes (any size or pattern), including all fittings, head shoes, bends, swan-necks atc., incl cleaning or refixing or removal to store (mesured overall as fixed along the centre line over fittings the accessories) etc complete all as specified and directed by Engineer-in-Charge
Supply and fixing in repairs PVC (SWR) pipe 110/100mm bore single socketed in any length with rubber ring fixed to wall with approved solvent/adhesive etc complete all as specified and directed by Engineer-in-Charge
All as per srl item No 36 (here-in-Charge but 75 mm bore
Supply and fixing PVC (SWR) bends any radius, for 110/100 mm bore of pipe fixed with approved solvent/adhesive etc complete all as specified and directed by Engineer-in-Charge
All as per srl item No 38 (here-in-before) but 75 mm bore
Supply and fixing PVC (SWR) 110mm bore 'T' equal or unequal etc complete all as specified and directed by Engineer-in-Charge
Removal of wild growth / plants / shrubs on external surface of bldgs at any height upto root level including making good the distrubed surface in cement and sand mortar (1:4) with water proofing compound as per manufacturers instructions and etc complete all as specified and directed by Engineer-in-Charge
An amount of Rs 61,000.00 shall be deducted from BOQ on account of schedule of credit
M/S-B.R.SONAWANE
MS. G.A. CONSTRUCTION
M/s. R. R. ASSOCIATES
Arihant Construction
Neha Enterprises
M/S. YADAV ENTERPRISES
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