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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹14.9 L+₹36,079.20 (2.49%)Rejected-Finance | L2 | Rejected-Finance Not lowest bidder | |
| 3 | L3₹15.4 L+₹87,983.70 (6.06%)Rejected-Finance | L3 | Rejected-Finance Not lowest bidder | |
| 4 | L4₹15.4 L+₹90,213.70 (6.21%)Rejected-Finance | L4 | Rejected-Finance Not lowest bidder |
Tender Value
Refer Docs
EMD Value
₹37,000
Closing Date
21 Sept 2020, 6:00 pmClosed
Garrison Engineer Banar
Garrison Engineer Banar, Jodhpur-342027
PROVN OF 03 X SEWAGE TANK (SOAKAGE WELL) NEAR OTM BLDG OF 224 ABOD AND PROVN OF BIRD PROOFING VENTILATION IN 27 X STORAGE SHED OF 224 ABOD UNDER GE BANAR IN ARMY AREA JODHPUR
2020_MES_361586_3
8820/08/E8
Open Tender
Civil Works
Item Rate
180 days
BANAR
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer Banar
₹37,000
Yes
6 Oct 2020
1 Sept 2020
23 Sept 2020
1 Sept 2020
21 Sept 2020
8 Sept 2020
Amount
M&L for excavation in trenches n. exc. 1.5m wide and n. exc. 1.5m in depth for foundation of manholes etc n. exc. 10Sqm on plan and getting out in any type of soil complete all as specified and directed by Engr-in-Charge.
All as per item No. 1 here in before but depth exc. 1.5m & n. exc. 3.00m complete all as specified and directed by Engr-in-Charge.
M&L for returning, filling in including spreading, levelling watering and well ramming in layers n. exc. 25 cm thick in soft /lose soil after laying of pipe, construction of manholes and tested complete all as specified and directed by Engr-in-Charge.
Removal of surplus soil/excavated material n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and directed by Engr-in-Charge.
M&L for Reinforced concrete pipe 150mm bore, class NP2 laid in trenches and jointed complete with collars complete all as specified and directed by Engr-in-Charge.
M&L PCC 1:3:6 type C-2, (using 40mm graded stone aggregate) as in concrete bed to drain pipes including packing under and hunching against the side of the pipe after they are laid and tested for 150mm dia pipe complete all as specified and directed by Engr-in-Charge.
M&L PCC 1 : 4 : 8 type D-2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engr-in-Charge.
M&L PCC 1:2:4 type B-1, (using 20mm graded stone aggregate) as in benching and coping including necessary form work complete all as specified and directed by Engr-in-Charge.
M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete , using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified and directed by Engr-in-Charge..
Material and labour for square rubble walling Jodhpur type regular course well bonded bedded and solidly hearted built in cement mortar (1:6) complete all as specified and directed by Engineer-in-charge.
Extra over on stone walling for hammer dressing to face stone with maximum depression on face from straight edge n.exc. 20mm and dressing faces beds and joints as specified to square rubble walling regular course Jodhpur type complete all as specified and directed by Engr-in-Charge.
M&L for 15mm rendering in CM 1:3 on stone surfaces with WPC finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
M&L for 15mm rendering in CM 1:4 on stone surfaces with WPC finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-charge.
Supply only integral water proofing compound ISI marked complete all as specified and directed by Engineer-in-Charge.
M&L Stone slab 25 mm to 35 mm thick dressed true and square in one length not less than 60 cm and n exc 120 cm in man hole covers complete all as specified and directed by Engineer-in-charge
M&L for cutting into existing manholes or jointing into existing manholes for connecting to new drain making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round of 3/4 section) in cement concrete (1:2:4) type B-1 smooth finished and reforming benching as required for 150mm internal dia pipe complete all as specified and directed by Engineer-in-charge.
M&L for construction of Soakage wells, excavation in any type of soil, foundation in PCC 1:3:6 , C-2 (using 40mm graded stone aggregate) , walls of honey combed masonry with top ring of M-25 concrete, using stone masonry in cement mortar (1:6), RCC cover slab in M-25 design mix, interconnecting pipes of RCC complete filled with brick bats of size 3.60M internal dia X4.50M effective depth. Complete all as per Drg No.CEJZ/TD/29 Sheet No. 1/3 dated 14 Dec 2013.
M&L for framed work such as grills, gratings etc with ends of bars shouldered and/or riveted or forger into spikes, framed guard bars, barred iron door, ladders, framed balusters, walk ways, railing, framework of water tank and similar work conforming to FE 290, Gde E-165 complete all as specified and directed by Engineer-in-charge.
S&F expanded metal, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9 mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members weight n'exc 4Kg/Sqm complete all as specified and directed by Engineer-in-charge.
S&F flat iron for hold fast and similar work confirming to Fe-290, Gde 165 complete all as specified and directed by Engineer-in-charge.
M&L for two coats of synthetic enamel paint over a coat of red oxide primer on new steel surfaces over 10 cm width or girth including preparation complete all as specified and directed by Engineer-in-charge. Note :- Srl items No 8.00 & 18.00 to 21.00 : Work is to be executed in existing storage sheds inside Depot Area and height of sheds is between 5.00 mtr to 7.00 mtr.
D DEV COMPANY
KRISHNA ASSOCIATES
Satish kumar and company
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