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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.7 LAccepted-AOC 1286 TOTA RAM KI DHANI JAISALMER RAJ 345001 | JAISALMER | JAISALMER | RAJASTHAN | 345001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹26.7 L+₹3.0 L (12.6%)Rejected-Finance | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹27.7 L+₹4.0 L (16.7%)Rejected-Finance 521 DR K L ACHAL VANSHI COLONY JAISALMER 345001 RAJ | JAISALMER | RAJASTHAN | 345001 | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹27.7 L+₹4.0 L (17.0%)Rejected-Finance | L4 | Rejected-Finance Not being lowest | |
| 5 | L5₹29.0 L+₹5.3 L (22.2%)Rejected-Finance ATLANTIS A2 1501 PLOT NO 05 SECTOR 11 NEAR CLOUD 36 GHANSOLI NAVI MUMBAI 400 701 E 97 CWE SUBS BHANDUP | THANE | MAHARASHTRA | 400701 | L5 | Rejected-Finance Not being lowest |
Tender Value
₹43.6 L
EMD Value
₹87,200
Closing Date
4 Sept 2024, 6:00 pmClosed
GE Army Jaisalmer
GE Army Jaisalmer - 345001
PROVN OF STORM WATER DRAIN IN CERTAIN UNIT AT MIL STN JAISALMER
2024_MES_663469_1
8394/24-25/E8
Open Tender
Civil Works
Item Rate
270 days
Jaisalmer
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Army Jaisalmer
₹87,200
Yes
28 Nov 2024
2 Jul 2024
6 Sept 2024
2 Jul 2024
4 Sept 2024
16 Jul 2024
Amount
Excavating over areas in hard/dense soil, n exc 1.5 m deep and getting out complete all as specified & directed by Engineer-in-charge.
Excavating over areas in soft/disintegrated rock, n exc 1.5 m deep and getting out complete all as specified & directed by Engineer-in-charge.
M & L for Plain Cement concrete (1:3:6) type C1 with 20 m graded stone aggregate in surface channel and drain complete all as specified & directed by Engineer-in-charge.
M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.
Extra for stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling, brought upto courses, Jodhpur type complete all as specified & directed by Engineer-in-charge.
M&L for plain cement concrete (1:2:4) type B1 (using 20mm graded stone aggregate) as in coping, etc including necessary form work complete all as specified & directed by Engineer-in-charge.
M&L for plain cement concrete (1:2:4) type B-0 (using 12.50 mm graded stone aggregate) as in benching complete all as specified & directed by Engineer-in-charge.
M&L rendering 15mm thick in 1:4 cement plaster on stone masonary surface is to be finished even and smooth without using extra cement complete all as specified & directed by Engineer-in-charge.
Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in hard/dense soil complete all as specified & directed by Engineer-in-Charge.
Returning, filling in, including, spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in soft/disintegrated rock complete all as specified & directed by Engineer-in-Charge.
Removing surplus excavated material soil to exc 250 mtrs and n.exc 500 mtrs and depositing where directed at a level not exceeding 1.50 mtrs above the starting point complete all as specified & directed by Engineer-in-Charge.
Removing surplus excavated material disintegrated rocks to exc 250 mtrs and n.exc 500 mtrs and depositing where directed at a level not exceeding 1.50 mtrs above the starting point complete all as specified & directed by Engineer-in-Charge.
M&L for 600 mm bore reinforced concrete pipes class NP-2, laid and jointed complete with collars complete all as specified & directed by Engineer-in-Charge.
M&L for plain Cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) in haunching against the sides of pipes after laid and tested of 600 mm bore reinforced concrete pipes in surface channel and drain complete all as specified & directed by Engineer-in-Charge.
Material & Labour for 75mm thick sand stone slabs as in drain covers, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar (1:4) complete all as specified & directed by Engineer-in-Charge.
KHUSBU CONSTRUCTION COMPANY (BID ID -3069784)
MARUDHARA CONSTRUCTION COMPANY (BID ID -3070914)
Bhawani Constructions (BID ID -3069407)
M/s Shree Construction Company (BID ID -3072205)
M/S SHRI HARI CONSTRUCTION COMPANY (BID ID -3066786)
S K TRADER (BID ID -3081326)
M/S R B CONSTRUCTIONS (BID ID -3065018)
shree technology (BID ID -3070206)
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