Indian Tenders

Tender Notice

TDR 55648111
Tendering Authority Kerala Minerals And Metals Limited
Tender No EAF/CIV/1077/2025-2026(2), Dtd.06/11/2025
Tender ID 2026_KMML_851424_1
Tender Brief Tender For Construction Of Foundations For The Installation Of Pipe Rack For Effluent Line From Arp To Etp Pond.
City Kollam
State Kerala
Document Fees INR 3717 /-
EMD INR 50000.0 /-
Tender Value INR 24.68 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Construction Of Foundations For The Installation Of Pipe Rack For Effluent Line From Arp To Etp Pond.

Key Dates

Publish Date 23-05-2026
Last Date of Bid Submission 05-06-2026
Tender Opening Date 06-06-2026

Contact Information

Company Name Kerala Minerals And Metals Limited
Contact Person HOU(TP)
Address KMML, CHAVARA

BOQ Items

Name of Work:- Construction of foundations for the installation of pipe rack for effluent line from ARP to ETP pond.
Sl. No. Item Description
1Earthwork in excavation
2Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (exceeding 1.5 m in width or 10 sqm on plan), including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m as directed by Engineer in charge, All kinds of soil
3Demolishing of RCC
4Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 500 metres lead as per direction of Engineer -in-Charge.
5Ring casting 2.4m Dia
6Casting RCC rings 8 cm thick using cement concrete of specified grade including cost of reinforcement and cost of centering and shuttering for precast ring using 1:11/2:3( 1 cement:11/2 coarse sand:3 graded stone aggregate 20mm nominal size ) for 2400mm Dia Ring,80 mm thick
7Carriage of well ring of dia 2.4m
8Carriage of well to the actual location for an average of 55m for 2.4m dia,30cm heightand 80mm thick ring
9Ring casting 2.8m Dia
10Casting RCC rings 8 cm thick using cement concrete of specified grade including cost of reinforcement and cost of centering and shuttering for precast ring using 1:11/2:3( 1 cement:11/2 coarse sand:3 graded stone aggregate 20mm nominal size ) for 2800mm Dia Ring,80 mm thick.
11Carriage of ring dia 2.8m
12Carriage of well to the actual location for an average of 55m for 2.8m dia,30cm heightand 80mm thick ring
13Shoring
14Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
15Dewatering
16Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
17Soling
18Soling with rough stone of size 200 mm, well packed and filling voids with stone chips and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete
19Providing 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources
20Providing 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 derived from natural sources
21Steel work
22Steel reinforcement for R.C.C work including straightening,cutting,bending,placing in position and binding all complete after applying 2 coats of zinc rich primer.Supply of steel reinforcement will be in the scope of contractor.Thermo mechanically treated bars of grade Fe-500D or more of approved brand as per the instruction of engineer in charge
23Centering and shuttering
24Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
25Filling available excavated earth
26Filling 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 1.5m
27Foundation Plastering
28Plastering with 12mm cement plaster of mix 1:4 (1 cement:4 fine sand
29Bituminous Painting
30Painting with black anti- corrosive bitumastic paint of approved brand and manufacture to give an even shade:Two or more coats on new work
31Pocket for Bolts
32Providing pockets for bolt fixing to suit the base plate of already made as per the direction of the company representatives
33Miscellaneous labour
34labour of Miscellaneous works Please Enable Macros to View BoQ information

Other Detail

Information Source https://etenders.kerala.gov.in
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