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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹43.9 L+₹2.2 L (5.17%)Rejected-Finance | L2 | Rejected-Finance Not L1 | |
| 3 | L3₹47.3 L+₹5.6 L (13.4%)Rejected-Finance | L3 | Rejected-Finance Not L1 | |
| 4 | L4₹47.5 L+₹5.8 L (13.9%)Rejected-Finance SECUNDERABAD | WARANGAL | TELANGANA | 506350 | L4 | Rejected-Finance Not L1 | |
| 5 | L5₹49.9 L+₹8.2 L (19.6%)Rejected-Finance 1 16 70 SAI NAGAR COLONY ALWAL SECUNDERABAD 500 015 | SECUNDERABAD | HYDERABAD | TELANGANA | 500015 | L5 | Rejected-Finance Not L1 |
Tender Value
₹45.8 L
EMD Value
₹91,500
Closing Date
27 May 2020, 6:00 pmClosed
CWE (ARMY) SECUNDERABAD
CWE (ARMY) MUDFORT COMPLEX, SECUNDERABAD- 500003
SPECIAL REPAIR TO DRAIN NEAR BLDG NO-P-16, P-17, P-19, P-21 AT HANUMAN TEMPLE PACKET -I UNDER GE (SOUTH) SECUNDERABAD
2020_MES_341900_1
CWE(S)/SOUTH/TOKEN-02 OF 2020-2021
Open Tender
Civil Works
Item Rate
180 days
Secunderabad
As per NIT
6 documents required · 6 mandatory
₹500
GE (South) Secunderabad
₹91,500
Yes
16 Jun 2020
30 Apr 2020
3 Jun 2020
30 Apr 2020
27 May 2020
15 May 2020
Amount
Excavation over areas not exceeding 1.5 M deep and getting out in hard/ dense soil complete all as specifed and directed
M&L for Plain Cement Concrete Type D2 1:4:8 (using 40 mm size graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick each in soils all as specified and as directed.
Removing excavated soils not exc 50 M and depositing where directed at a level not exc1.5 M above the starting point complete all as specified and as directed.
Demolition of brick work or stone / boulders masonry laid dry built in cement mortar complete all as specified and directed.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and as directed.
M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) but except stone complete all as specified and as directed. Note : Stones obtained from demolition shall be reused under this item
M & L for flush pointing to random rubble masonry uncoursed or brought up to courses in cement mortar (1:3) complete all as specified and as directed.
Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15 cm thick above or below ground level complete all as specified and directed.
M&L for PCC 1:3:6 type C-1 (using 20 mm size graded stone aggregate) as in surface channels and drains complete all as specified and directed.
M&L for PCC 1:2:4 type B-0 (using 12.5 mm graded stone aggregate) cast in situ in lintels up to 1.5 M span, cills and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded or chamfered angles and throating complete including necessary form work all as specified and as directed.
M&L for Precast cement concrete 1:2:4 type B1 (using 20 mm size graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar (1:4) complete all as specified and as directed.
M&L for Mild steel TMT bars 10 mm dia., and over 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 0.9 mm dia., or securing with clips quality confirming to Fe-410-S 0r Fe-410-O.complete all as specified and as directed.
M&L for Rendering 15 mm thick on fair faces of brick work or concrete surface in CM (1:4) and finished even and smooth without using extra cement complete all as specified and as directed.
M&L for demuking of filled soil in Drain/Nallah by cutting all bushes, shrubs, sarkandas and only type of vegetation and desilting all deposit of soil and other materials to have a free flow of water and to get a uniform trapezoidal/ rectangular shape of drain and removing all spoil from MOD area to a distance exc 250m mtr but n exc 500 mtr and deposited in layer n exc 25 cm thick, cross sectional area of drain /Nallah n. exc 1.5 Sqm complete all as specified and directed.
K LAKSHMAN SINGH AND CO
SHAH ENTERPRISES
SAI RUPA CONSTRUCTIONS
ATUL ENTERPRISES
A SOMA RAJU
STANDARD AGENCIES
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