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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.3 LAccepted-AOC | ₹61.3 L | L1 | Accepted-AOC Agreement executed by SHABU B. on 6.1.2022 |
| 2 | L2₹61.4 L+₹7,034.26 (0.11%)Rejected-AOC 7513 SL NO 0881 AMB 23 250 | WARDHA | MAHARASHTRA | 442001 | ₹61.4 L+₹7,034.26 (0.11%) | L2 | Rejected-AOC Agreement executed by SHABU B. on 6.1.2022, hence 2nd lowest EMD may be released |
| 3 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical KARISHOTT HOUSE CHERUVAYKK P O SANTHIDANG K P KRIKOPPARAVISH CHEVIKKULLI KURAKKI P O SUKKOOR BADARATHI WAYANAD 673592 | WAYANAD | WAYANAD | KERALA | 673592 | - | - | Rejected-Technical L6 |
Tender Value
₹81.8 L
EMD Value
₹50,000
Closing Date
22 Dec 2021, 5:00 pmClosed
Superintending Engineer
Thiruvananthapuram Corporation 695033
AMRUT- STORM WATER DRAINAGE SYSTEM FOR KULATHARA Jn BUS STOP TO KARAMANA RIVER -PARAPACHIVILA-VITTIYUR ROAD KALADY WARD- BALANCE WORKS
2021_LSGD_460796_1
DB/62983/2021-22 (105)
Open Tender
Civil Works - Others
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,500
Yes
₹50,000
Yes
5 Apr 2022
15 Dec 2021
24 Dec 2021
15 Dec 2021
22 Dec 2021
15 Dec 2021
Amount
Kulathara Jn bus stop to Karamana river (Parapachivila-Vittiyur road) and Near Elamtheng Mahathma Rd and Vilayil Rd –Thoppuvilakam
2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
15.60 : Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
od1557110/2021_2022 : Removal of silt and debris sludge etc from the drain manelly and disposal of the same with in 1km of drain including cost and conveyance of all materials handling of cover slab and labour charges, lead and lift as complete directed by EIC in all levels
60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
19.36.3 : Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.900 mm dia RCC pipes.
L.SELVAN
BISIL DAS K
S P RAMACHANDRAN NAIR
ABDUL RASHEED M
MOHANAN K
Bidder Name
SHABU B.
S P RAMACHANDRAN NAIR
MOHANAN K
BISIL DAS K
ABDUL RASHEED M
L.SELVAN
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