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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.3 LAccepted-AOC | L1 | Accepted-AOC Contract is awarded to M/s S R Lahoti | |
| 2 | L2₹28.7 L+₹3,201 (0.11%)Rejected-Finance | L2 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 3 | L3₹32.4 L+₹3.7 L (12.8%)Rejected-Finance | L3 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 4 | L4₹33.7 L+₹5.0 L (17.3%)Rejected-Finance | L4 | Rejected-Finance Rejected being other than lowest quoted rate | |
| 5 | L5₹38.3 L+₹9.6 L (33.5%)Rejected-Finance | L5 | Rejected-Finance Rejected being other than lowest quoted rate |
Tender Value
₹50 L
EMD Value
₹1 L
Closing Date
4 May 2024, 6:00 pmClosed
Shri Prakash G Kaleka AE (QSandC) AGE (Contracts)
Military Engineer Services, Garrison Engineer (South) Ahmednagar - 414002
REPAIRS TO DRAINS, CULVERTS AND SEWAGE LINES INCLUDING CLEANING AND ALLIED WORKS AT MALHOTRA and PADMANABHAN ENCLAVE, MED REGT, BDE HQ, SIG COY AND BDE CAMP AT AGE AURANGABAD UNDER GE (S) AHMEDNAGAR
2024_MES_649425_1
8148/E8
Open Tender
Miscellaneous Works
Item Rate
270 days
AURANGABAD
Class D Cat a(ii)
8 documents required · 8 mandatory
₹500
Garrison Engineer (South) Ahmednagar
₹1 L
Yes
22 May 2024
5 Apr 2024
6 May 2024
5 Apr 2024
4 May 2024
19 Apr 2024
5 Apr 2024 - 12 Apr 2024
Amount
Labour only for removing blockage of WC (Indian or EWC), urinal, bath and kitchen, gully trap including cleaning of pan, floor trap and removing blockage of down pipe upto first manhole complete all as specified and as directed. Notes. (i) The item shall be operated on demand/complaint of users and shall be executed on specific written directions of Engineer-in-charge/JE. (ii) All written dockets shall be serially numbered, jointly signed including user with Bldg/Qtr No and entered in MB for the purpose of measurments and payment. (iii) A recovery of Rs. 200/- for each complaint shall be deducted from the payment due to the contractor in case the complaint is not attended and blockage is not removed within 24 hours. Decision of GE shall be final and binding in this regard. Documents in support of satisfactory completion of each complaint shall be preserved by contractor and submitted for verification.
Cleaning of existing SGSW/RCC pipe line, 100mm and 150mm dia pipes between manholes by mechanical operated machine for removing the blockage, debries from pipes, taking out the blocked sludge debries etc collected in the manholes from pipe, cleaning and depositing sludge/debries to excavated pit/area, spreading necessary insecticise where sludge is deposited and covered with soil all as specified and as directed. Note:- A recovery of Rs. 200/- for each complaint shall be deducted from the payment due to the contractor in case the complaint is not attended and line is not cleaned within 24 hours. Decision of GE shall be final and binding in this regard.
All as per serial item No 2 above but for 200mm to 250mm bore pipes.
All as per serial item No 2 above but for 300mm to 450mm bore pipes.
Dewatering and removing the sludge from septic tank in covered vehicle of 25 to 50 users, cleaning the septic tank with water and removing the sludge outside th MD land, depositing and carrying out necessary disinfection where sludge is deposited complete all as specified and as directed
All as per serial item No 5 above but for septic tanks of capacity 100 to 150 users.
All as per serial item No 5 above but for septic tanks of capacity 200 to 500 users.
Dewatering sokage well of 25 to 50 users in covered vehicle and removing the sludge outside the MD land & depositing and carrying out necessary disinfection where sludge is deposited all as specified and as directed.
Excavation in trenches, not exc 1.50m wide and not 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 any type soil (Avg of soft soil and hard soil) all as specified and as directed.
All as per item No 9 above but depth exc 1.50m but not exc 3.00m.
All as per item No 9 above but depth exc 3.00m but not exc 4.50m.
Returning, filling in soil, including spreading, levelling, watering and well ramming in layers not exc 25cm thick all as specified and as directed.
Removing excavated soil to a distance exc 250m but n exc 500m and depositing where directed at a level not exceeding 1.50m above the starting point all as specified and as directed.
Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) set in cement mortar, internal dia of pipe 150mm all as specified and as directed.
All as per serial item No 14 above but for 200mm bore pipe.
All as per serial item No 14 above but for 300mm bore pipe.
M&L for SGSW pipes, grade 'A', 150 mm internal dia, laid in trenches over plain cement concrete bed and jointed and pointed in cement mortar 1:1 complete all as specified and as directed. Note: Excavation, earthwork and PCC shall be measured and paid seperately under respective item.
All as per serial item No 17 above but for 200mm bore pipe.
M&L for 150 mm dia (internal) reinforced concrete pipes, class NP2, laid in trenches over concrete bed, jointed and pointed in cement mortar 1:1 complete all as specified and as directed. Note: Excavation, earthwork and PCC shall be measured and paid seperately under respective item.
All as per serial item No 19 above but for 200mm bore pipes.
All as per serial item No 19 above but for 300mm bore pipes.
M&L for cement concrete 1:4:8, type D-2 using 40mm graded stone aggregates for bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore pipes all as specified and as directed.
All as per serial item No 22 above but for 200mm bore pipes.
All as per serial item No 22 above but for 300mm bore pipes.
S&F in repairs 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors all as specified and as directed.
S&F in repairs 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors all as specified and as directed.
S&F in repairs 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed.
S&F in repairs, 110mm bore PVC (SWR) bend any radius, with oval access door all as specified and as directed.
S&F in repairs, 75m bore PVC (SWR) bend any radius, with oval access door all as specified and as directed.
S&F in repairs, 110mm bore PVC (SWR) , branch piece, single (single Y) equal or unequal with oval access door all as specified and as directed.
S&F in repairs, 75mm bore PVC (SWR) , branch piece, single (single Y) equal or unequal with oval access door all as specified and as directed.
S&F in repairs, 110mm bore PVC (SWR) , branch piece, double (double Y) equal or unequal with oval access door all as specified and as directed.
S&F in repairs, 75mm bore PVC (SWR) , branch piece, double (double Y) equal or unequal with oval access door all as specified and as directed.
S&F in repairs, 110mm bore PVC (SWR) , branch piece, single (single T) equal or unequal with oval access door all as specified and as directed.
S&F in repairs, 75mm bore PVC (SWR), branch piece, single (single T) equal or unequal with oval access door all as specified and as directed.
S&F in repairs 110mm bore PVC (SWR) reducer all as specified and as directed.
S&F in repairs 75mm bore PVC (SWR) vent cowl all as specified and as directed.
M&L for cement concrete 1:4:8, type D2, using 40mm graded stone aggregates as in foundations, filling and mass concrete all as specified and as directed.
Demolition of cement concrete (reinforced) of any description and in any position not otherwise specially provided for complete all as specified and as directed.
M&L for precast reinforced cement concrete 1:2:4, type B-1 using 20 mm graded stone aggregate as in manhole covers including necessary forms and moulds etc and finished surfaces even and smooth without using extra cement complete all as specified and as directed.
M&L for TMT bars, 6mm to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia all as specified and as directed.
Demolition of brick work/precast concrete block masonary including coping etc complete built in cement or cement lime mortar all as specified and as directed.
M&L for precast cement concrete block masonry with solid blocks of PCC 1:3:6, type C1 using 20mm graded stone aggregates, exc 10cm in width and setting in cement mortar 1:6 complete all as specified and as directed.
M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6 cm mean radius in cement mortor 1:6 etc complete all as specified and as directed.
M&L for cement concrete 1:3:6, type C-1, using 20mm graded stone aggregate as in copings, haunchings and the like including necessary formwork, weathering, slightly rounded or chamfered angles and throating, as directed complete all as spcified and as directed.
M&L for rendering 15mm thick on brick work or concrete surfaces in cement mortar 1:4, finished even and smooth without using extra cement complete all as spcified and as directed.
Labour only for cleaning surrounding areas of septic tank / soakage well including removal of grass, bushes etc along the perimeter of septic tank and soakage well complete all as specified and as directed
Demolition of cement concrete (unreinforced) in ground floors and paving n exc 15 cm thickness (below or above ground level) complete all as specified and as directed.
M&L for prepolished machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete over and including 20 mm thick screed bed in cement mortar 1:6 all as specified and as directed.
M&L for precast cement concrete, coloured chequered tiles with glossy finish of size 25cm x 25cm x 25mm thick, machine pressed with grey cement and pigment, set, jointed and pointed in neat cement slurry over and including 20 mm thick screed bed in cement morter 1:6 etc pointed in coloured cement to match the tiles all as specified and as directed.
Taking down cement or cement lime plaster from brick/ stone/ concrete walls including raking out joints, hacking for key scrubbing down with water etc all as specified and as directed.
M&L for PCC 1:3:6, type C2 using 40mm graded stone aggregates as in surface channels and drains complete all as specified and as directed
Extra for forming fair finished drain or channel, 30cm inner girth in cement concrete, including forms, moulds, mitred/stopped ends etc complete all asspecified and as directed
Extra for forming fair finished drain or channel, 45cm inner girth in cement concrete, including forms, moulds, mitred/stopped ends etc complete all asspecified and as directed
Extra for forming fair finished drain or channel, 60cm inner girth in cement concrete, including forms, moulds, mitred/stopped ends etc complete all asspecified and as directed
M&L for 40 mm thick PCC 1:2:4, type B1 (using 20mm graded stone aggregates) as in floor, laid in panels, finished even and smooth without using extra cement complete all as specified and as directed.
M&L for 100 mm thick PCC 1:2:4, type B2 (using 40 mm graded stone aggregate) as in floor, laid in panels, finished even and smooth without using extra cement complete all as specified and as directed.
Dismantling of stone slabs and tiles of any description of thickness in floors, aprons etc laid, bedded and pointed in any mortor all as specified and as directed.
M&L for 75 mm thick PCC 1:4:8, type D-2 (using 40mm stone aggregate) as in sub base complete all as specified and as directed.
M&L for 60mm thick machine pressed precast concrete intelocking paver block any shape and size confirming to IS 15658-2006, M-35 grade with grey cement and pigments as in floor laid over and including 25 mm thick sand cushion and including filling of interstices with fine sand complete all as specified and as directed.
M&L for 80mm thick machine pressed precast concrete intelocking paver block any shape and size confirming to IS 15658-2006, M-40 grade with grey cement and no pigments as in floor laid over and including 25 mm thick sand cushion and including filling of interstices with fine sand complete all as specified and as directed.
M&L for spreading/laying 75 mm thick ready made bituminous pot hole/ patchmate mix as per IS: 217 for making good surface of road Make of ready mix bituminous mix : Patchmate, Torch tar, Tarmax or equivalent as approved by GE.
M/s.M G Kulkarni
B.R.ANAND
sonu enterprises
M/S Tirupati Goroba Shendge
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