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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.3 LAccepted-AOC | L1 | Accepted-AOC Being L1 and reasonable | |
| 2 | L2₹27.8 L+₹3.8 L (15.8%)Rejected-Finance | L2 | Rejected-Finance Not L1 | |
| 3 | Rejected-Technical 34 B A HOUSE NO 253 3 SECTOR C KALERHARI CHURCH ROAD AMBALA CANTT 133001 | AMBALA CANTT | AMBALA | HARYANA | 133001 | - | Rejected-Technical No remarks mentioned in WLR for the qtr ending Jun 2022 issued by HQ CE Chandigarh zone vide letter No 83500/E/WLR/62/E8 dt 24 Aug 2022 (SI No 67) |
Tender Value
Refer Docs
EMD Value
₹48,000
Closing Date
10 Nov 2022, 6:00 pmClosed
GE(South) Bangalore
GE(South) Bangalore
REPAIR RENEWAL AND MAINT OF EXTERNAL WATER SUPPLY SYSTEM INCLUDING CLEANING OF RESERVOIRS AT FMCC, K K SUB AREA, STN HQ, OFFRS MESS, BRV, SIGNAL, OLD MH LINE, SELECTION CENTRE SOUTH, BAIRD BK, ARMY SCHOOL, MARSHALL BK, SUOE, DHOBI GHAT, ZRO, MES IB
2022_MES_557569_1
8633/E8
Open Tender
Civil Works
Item Rate
180 days
Bangalore
As per tender document
6 documents required · 6 mandatory
₹500
GE(South) Bangalore
₹48,000
Yes
24 Dec 2022
13 Oct 2022
12 Nov 2022
13 Oct 2022
10 Nov 2022
27 Oct 2022
Amount
Material and labour for scrubbing, cleaning thoroughly for removing the dirts, sediments, silts etc from the internal surfaces of UG sump (bottom & wall) by using brushes and bleaching powder and other cleaning materials as required including pumping arrangement for drain out the water,and applying two coats of lime wash inside the wall surface of the tanks including writing the words " MILITARY ENGINEER SERVICES, TANK CAPACITY AND DATE OF CLEANING" in capital letters of suitable size on outside visible place of UG sump with synthetic enamel paint (white )over black back ground and two coats of colour washing(colour should be light yellow) of outside surface of Under ground sump of capacity 50000 gallons ,and all the steel surfaces shall be painted with two coats of synthetic enamel paint (colour should be Blue)after preparation of the surfaces at BM school pump house complete all as specified and as directed.
All as per item No 01 here inbefore, but UG Sump of 30,000 gallons capacity at FMCC, 559 & RMS
All as per item No 01 here inbefore, but UG Sump of 15000 gallons capacity at SSB pump house, sub area P/H & Signal unit line
All as per item No 01 here in before, but UG Sump of 20,000 gallons capacity at 56 coy ASC supply depot pump house.
All as per item No 01 here in before, but UG Sump of 10000 gallons capacity at SSB pump house-03 no, signal OR line-01,ZRO-1No.
All as per item No 01 here in before, but UG Sump of 48,000 gallons capacity at 56 coy ASC supply depot pump house.
All as per item No 01 here in before, but UG Sump of 11000 gallons capacity at Kut Line CMP C &S Bangalore
Material and labour for scrubbing, cleaning thoroughly for removing the dirts, sediments, silts etc from the internal surfaces of RCC over head resservoir (bottom & wall) by using brushes and bleaching powder and other cleaning materials as required and applying two coats of lime wash inside the wall surface of the tanks including writing the words " MILITARY ENGINEER SERVICES, TANK CAPACITY AND DATE OF CLEANING" in capital letters of suitable size on outside visible place of overhead tank with synthetic enamel white paint over black back ground of the over Head Tank Capacity 2 lakh gallons capacity at 30' staging at supply depot pump house. pump house complete all as specified and directed. .
All as per item No 09 here in before,but over head reservoir of 50000 gallons capacity at 70' staging at CMP C&S Bangalore
All as per item No 09 here in before,but over head reservoir of 100000 gallons capacity at RMS at 40' staging
All as per item No 09 here in before,but over head reservoir of 11000 gallons capacity at 40' staging Kut Line CMP C&S Bangalore
Excavation in trenches n. exc. 1.5 M wide and n. exc. 1.5M in depth and getting out in Soft / loose soil all as specified and as directed.
Returning, filling in including spreading,levelling watering and well ramming in layers not excluding 25 cms.
Removing excavated soil to a distance not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point all as directed.
Taking down old unserviceablke GI Pipe 15/20/25/40/50/80/10mm dia
S & F,15 mm bore galvanized Iron tubing medium grade ISI marked with all fittings and fixtures to trecnches/walls and ceillings or laid in floors including taking down the old unserviceable pipe all as specified and as directed.
All as per item no 17 here in before but size of pipe 20 mm
All as per item no 17 here in before but size of pipe 25 mm
All as per item no 17 here in before but size of pipe 40 mm
All as per item no 17 here in before but size of pipe 50 mm
All as per item no 17 here in before but size of pipe 80 mm
All as per item no 17 here in before but size of pipe 100 mm
Taking down old unserviceable gate valve 15/20/25/40/50 dia
S & F gun metal globe/gate valve with inner wheel head, screwed both ends for iron pipes and fixed of 15 mm dia size incl. taking down old u/s one complete all as specified and directed:-
All as per item No 25 here in above but 20 mm dia.
All as per item No 25 here in above but 25 mm dia.
All as per item No 25 here in above but 40 mm dia.
All as per item No 25 here in above but 50 mm dia.
Taking down old unserviceablke DI Pipe 100/150/200mm dia
Supply and laying and testing in trenches centrifugally cast (spun) ductile iron pipes of 100 mm dia suitable for pressurized water delivery with spigot & socket end, class 'K-7' conforming to IS:8329/2000 (latest version) - blast furnace slag cement with portland cement properties suitable for (push on) rubber gasket jointing with inside cement mortar lining and black bitumen external coating, duly ISI marked incl. taking down old u/s DI/CI pipe complete all as specified and directed. Note:- Excavation and earth work, DI fittings, will be measured and paid separately under relevant items this sch.
All as per item no 31 here in before but of size of pipe 150 mm dia
All as per item no 31 here in before but of size of pipe 200 mm dia
Taking down the existing CI /DI pipe line of 150 mm dia from trenches and Re-laying the same with a modification as socket and spigot ends to flanged joints complete with all fittings after cleaning thoroughly complete all as specified and as directed by Engineer-in-Charge. Note:- Excavation and earth work, DI fittings,etc will be measured and paid separately under relevant items
Material and labour for ISI marked ductile iron flange fittings as per IS: 9523/2000 of class K-12, PN-16 for pressurized water delivery with inside Cement Mortar lining and outside zinc followed by black bitumen coating for 100mm dia to 200 mm dia such as bends, Tapers tale pieces, Tee pieces (single branch) Y junction double branch,cross collars, caps and plug set including rubber gasket joints and taking down old unserviceable item complete all as specified and as directed.
M&L for rubber gasket (pushon) joint of same make of DI pipe having two section of diferent hardness for DI pipe spigot & socket ends and fittings of bore dia 100 mm complete all as specified and directed. Note:- Unit rate inclusive of necessary earth work excavation up to 1.5M depth
All as per item no 36 here in above but 150mm dia.
All as per item no 36 here in above but 200mm dia.
Cutting the existing CI/ DI pipes in position for insertion of new collars/ Tees /branches/new pipes100 mm dia complete all as directed at site.
Cutting the existing CI/ DI pipes in position for insertion of new collars/ Tees /branches/new pipes150 mm dia complete all as directed at site.
All as per item no 40 here in before but 200mm dia.
Taking down old unserviceable CPVC pipe line of size 25/32/40/50mm dia
Supply and laying 25mm outer dia CPVC pipes SDR-11 & plain CPVC SDR 11 fittings, in trenches , including jointing with yellow solvent cement and taking down old unserviceable GI Tubing complete all as specified and directed.
All as per item No 43 above but Bore of pipe 32 mm.
All as per item No 43 above but Bore of pipe 40 mm.
All as per item No 43 above but Bore of pipe 50 mm.
Taking down old unserviceable PPR gate valves of size 25/32mm dia
Supply and fix, in replacement of 25 mm bore PP-R Gate valves (brassinsert) as per requirement of the site , complete all as specified and as directed .
All as per item No 48 here in above but 32 mm dia.
Construction of brick masonary pits of internal dimension 0.6 mtr x 0.6 mtr x 0.6 mtr in cement mortar 1:4 (bottom PCC floor of the pits should be minimum 15cm below the bottom surface of Gun metal globe valve to provide sufficient working space) bottom floor the pit to be constructed in PCC (1:3:6) 15cms thick with 20mm stone aggregate, inner and exposed surfaces and bottom floor of the pit should be plastered in CM (1:4) 15mm thick. The Gun metal globe valve and other fittings should be housed in centre of the pit. The cover of the pit will be made out of MS sheet min 3.00 mm thick with angle iron frame made out of 50mmx 50mm x6mm with galvanized steel hinges one nos and locking arrangement duly painted with two coats of water resistant synthetic enamel paint over one coat of red oxide complete all as specified and directed.
All as per item No. 50 here in before but size of pit 90x90x90 cms with suitable MS cover and angle iron frame.
Taking down from site old unserviceable foot valve PVC/CI foot valves of size 50/80/100/150/200mm dia
Supply and fix PVC body foot valve 50mm bore spring which ever be required for fixing including making good disturbed surface and taking out old cast iron/brass foot valve from the suction side of the pump set from the sump etc. complete all as specified and direct at site.
All as per item No 53 here in before but 80 mm dia.
All as per item No 53 here in before but CI foot valve spring type 100 mm dia.
All as per item No 53 here in before but CI foot valve spring type 150 mm dia.
All as per item No 53 here in before but CI foot valve spring type 200 mm dia.
Taking down from site old unserviceable Sluice valve of size 80/100/150/200mm dia
Supply and fix sluice valves PN 1.6 of size 80mm, IS marked these valves are fixing sandwich type fitting equirement necessary MJ collar Flange joint may be arrange fxing of new valves all as specified and directed.
All as per Item No 59 but size 100mm dia
All as per Item No 59 but size 150mm dia
All as per Item No 59 but size 200mm dia
All as per Item No 59 but size 250mm dia
Taking out gun metal spindle of sluice valve for remetaling / refacing / regrinding complete all as required and refixing the same in position after necessary repairing for 80 mm bores as directed :-
All as per item No. 64 here in before but size100 mm bore.
All as per item No. 64 here in before but size150 mm bore.
All as per item No. 64 here in before but size 200 mm bore.
Taking down old unserviceable float valve assembly 15/20/25mm dia
S&F in repairs high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed of 15mm dia.(Minimum weight 142 gms), complete all as specified and as directed.
All as per item No. 69 here in before but size of 20 mm dia. (Minimum weight 210 gms)
All as per item No. 69 here in before but size of 25 mm dia. (Minimum weight 455 gms)
Material & Labour for PCC 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundation, mass concrete for road crossing etc., complete all as specified and directed.
Material & Labour for PCC 1:3:6 type C2 (using 20mm graded stone aggregate) as in foundation, mass concrete for road crossing etc., complete all as specified and directed.
Material & Labour for PCC 1:2:4 type B2 (using 40mm graded stone aggregate) as in foundation, mass concrete for road crossing etc., complete all as specified and directed.
M&L for sign board for all pump house/power house under AOR GE (S) Banaglore at various locations 3 feet length x2 feet width and 6inch thichk GI sheet board and front side computersied graphicks letter write as MILITARY ENGINEER SERVICES GARRISON ENGINEER (SOUTH) BANGALORE FMCC PUMP HOUSE AND new MES LOGO in centre letters are blue colour and background are white colour board , logo as per sample produce by Dept and inside board LED Tube light fitings and 32mm GI Pipe 2 nos 6feet each length for grouting in ground 6x6inch excavation and fill the mass concrete 1:2:4 for foundation and fix the board and 1.5Sqmm 3 core copper wire for each board 10mtr for electric connection complete all as specified and directed by engr in Charge .
All as per Item No-75 but location 56 ASC pump house.
All as per Item No-75 but location MARSHAL BARRACK pump house.
All as per Item No-75 but location SUOE pump house.
All as per Item No-75 but location SUB AREA pump house.
All as per Item No-75 but location SIGNAL UNIT LINE pump house.
All as per Item No-75 but location APS pump house.
All as per Item No-75 but location SSB pump house.
Auromirra Enterprises
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