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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.8 LAccepted-Finance | ₹21.8 L | 1 | Accepted-Finance L1 Bidder |
| 2 | 2₹27.8 L+₹6.0 L (27.5%)Accepted-Finance | ₹27.8 L+₹6.0 L (27.5%) | 2 | Accepted-Finance L2 Bidder |
| 3 | Rejected-Technical 3 324 THAIKKATTUKARA P O ALUVA ERNAKULAM 683106 | ERNAKULAM | KERALA | 683106 | - | - | Rejected-Technical Disqualified |
| 4 | Rejected-Technical BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Disqualified |
Tender Value
₹22 L
EMD Value
₹50,000
Closing Date
1 Jun 2024, 3:00 pmClosed
Deputy Vice President (Projects)
DEPUTY VICE PRESIDENT (PROJECTS), Projects Division, HLL Lifecare Limited, Corporate Head Office, Poojappura P.O, Thiruvananthapuram 695012, Kerala, India
Retaining wall work at AFT-Retaining wall work near Biogas plant and Cooling tower at HLL Lifecare Ltd Factory, Akkulam, Thiruvananthapuram
2024_HLL_195175_1
HLL/CHO/PROJ/BP-CT/AKLM/2024
Open Tender
Civil Works - Buildings
Item Rate
60 days
HLL Lifecare Ltd Factory, Akkulam
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
Yes
HLL Lifecare Limited
₹50,000
Yes
4 Jul 2024
9 May 2024
3 Jun 2024
9 May 2024
1 Jun 2024
9 May 2024
Amount
Demolishing Work
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In Cement mortar
Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
Earth Work
Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
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
Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
Concrete Work
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
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
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
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
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
Supply, spreading and proper fixing of low density polyethylene (LDPE) sheet having minimum 500 micron thickness and greater tear strength over compacted and leveled base course by lapping 200mm on all joints including all required as per the instruction of Engineer In Charge.
Finishing Works
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
R S ENGINEERING ENTERPRISES
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