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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-AOC 6 290 MUTHA GOWDER LINE WELLINGTON BARRACKS THE NILGIRIS 643 231 | THE NILGIRIS | TAMIL NADU | 643231 | L1 | Accepted-AOC BEING L1 BIDDER | |
| 2 | L2₹39.8 L+₹3.2 L (8.76%)Rejected-Finance | L2 | Rejected-Finance BEING NOT L1 BIDDER | |
| 3 | L3₹42.0 L+₹5.4 L (14.8%)Rejected-Finance NO 1C C L C WORKS ROAD NEW COLONY CHROMEPET CHENNAI 600044 | CHENGALPATTU | TAMIL NADU | 600044 | L3 | Rejected-Finance BEING NOT L1 BIDDER | |
| 4 | L4₹42.3 L+₹5.7 L (15.5%)Rejected-Finance 20 1 CHANDRA NIVAS APPLEBY ROAD WELLINGTON COONOOR NILGIRIS 643 232 | COONOOR | NILGIRIS | TAMIL NADU | 643232 | L4 | Rejected-Finance BEING NOT L1 BIDDER | |
| 5 | L5₹42.8 L+₹6.2 L (17.0%)Rejected-Finance ASHOKA PARK PALLAVA PARK BVT INS VISHWAKARMA INDIAN NAVY OF GE ND VISAKHAPATNAM | L5 | Rejected-Finance BEING NOT L1 BIDDER |
Tender Value
₹47.4 L
EMD Value
₹95,000
Closing Date
11 Apr 2024, 6:00 pmClosed
Shri Ashwani Mittal EE GE DSSC
GE DSSC WELLINGTON BARRACKS-POST, WELLINGTON, THE NILGIRIS, TAMIL NADU,PIN-643231
SPECIAL REPAIR TO AREA DRAINAGE BACK SIDE OF GH QTRS AT DSSC WELLINGTON
2024_MES_646584_1
8414/E8
Open Tender
Civil Works
Item Rate
120 days
WELLINGTON
PLESE REFER TENDER DOCUMENTS AND NIT
8 documents required · 8 mandatory
₹500
GE DSSC WELLINGTON
₹95,000
Yes
2 May 2024
15 Mar 2024
13 Apr 2024
15 Mar 2024
11 Apr 2024
29 Mar 2024
Amount
Demolition of brick work/PCC block masonry, of any descrption built in cement mortar complete as specified and as directed.
Material and labour for Pre cast cement concrete block masonry with solid blocks exc 10 cm in width and setting in mortar 1:4 using type C1 1:3:6 (20 mm graded aggregate) complete as specified and as directed.
M&L for walling of random rubble un coursed well bonded bedded and solidly hearted built in cm 1:6 including bond stone all as specified and as directed.
M&L for cement concrete 1:3:6 type C-1 using 20mm graded aggregate, as in coping including necessary form work including weathering, slightly rounded or chamfered angles and throating, complete all as specified and as directed.
Material and labour for rendering in cement mortar 1:4 15 mm thick on fair faces of brick work or concrete surface finished even and smooth without using extra cement all as specified and as directed.
Material and labour for rendering in cement mortar 1:4 20 mm thick on fair faces of brick work or concrete surface finished even and smooth without using extra cement all as specified and as directed.
Taking down cement or cement lime plaster of any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc, complete all as specified and as directed.
M&L Extra for forming fair finished drain or chanel of 30cm inner girth in cement concrete using extra cement including forms moulds etc all as specified
Material and labour for providing plain cement concrete 1:4:8 type D2, using 40mm graded stone aggregate as in foundation filling etc all as specified and as directed.
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided etc complete all as specified and as directed.
M&L 75mm thick Plain Cement Concrete type C-1, 1:3:6 (20mm graded stone aggregate) as in floors, plinth protection etc. finished even & fair without using extra cement complete as specified and as directed.
Material and labour for hard core of broken stone or boulders n.exc 63 mm deposited, spread and levelled in layers n.exc 15cm thick,water and rammed to a surface complete all as specified.
Demolition of Reinforced Cement Concrete of any description and in any position not otherwise specifically provided complete all as specified and as directed
Precast reinforced cement concrete 1:2:4 type B1 using 20mm graded granite/ trap stone aggregate as in cover slabs (for manholes etc) set in cement mortar 1:4 including form work all as specified and directed.
S & MS bars 10mm 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 not less than 0.9mm dia or securing with clips of Fe-410-W(Gde. E-250) quality-A or Fe 290(Gde-E-165) all as specified.
S&F for Framed work such as grills, gratings, etc with ends of bars shoulders and/or riveted or froged in to spikes, welded framed guard bars and similar work conforming to Fe-290 Gde -E-165 complete all as specified and as directed
Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.
Surfaces excavation n exc 30 cm deep and averaging 22.5cm deep and getting out in hard/dense soil.
M & L providing M-sand cushioning below paver block, thickness average 50mm thick complete all as specified and directed
M&L for cement concrete type D-2 1;4;8(using 40mm graded stone aggregate) as in sub base of floor 75mm thick complete all as specified and as directed.
M & L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with gray cement and pigment including necessary compaction complete all as specified and as directed
Refixing of Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade with gray cement and pigment including necessary compaction complete all as specified and as directed
Dismantiling of floor hearth wall tiling or terrazzo flooring including cement mortar bedding removing debris off the premises complete all as specified and as directed.
Cleaning surface drains of depth n exc 1.5m depth, of width n exc 1.5m, and removing the deposited soil, clogged mud, vegitation musk earth soil etc to a distance not less than 5kmtrs etc complete all as specified and as directed
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas, rough excavation (exceeding 30 cm in depth,1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5m for all kind of soil all as directed by Engineer-in-charge.
Excavating in trenches n.exc. 1.50 m wide and not exceeding 1.50 mtrs in depth for foundation etc and getting out in soft / loose soil all as specified and as directed.
Returning filling including spreading leveling watering and well ramming in layers not exc 25 cm thick in excavated soil.
Removing excavated soil to a distance exc 1.5KM but n. exc 5km and depositing where directed at a level n.exc 1.50 m above the starting point
Shree Amritha builders
LAKSHMI ELECTRICAL ENTERPRISES
P K ENTERPRISES
Sree Constructions
S.RAMACHANDRAN
KRA Engineering and Construction
AR Mohamed Yakub and Co
M/s S & S Enterprises/ Suresh Shivasankarapillai
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