Tender For Construction Of 1 Lakh Litre Capacity Greywater Sump Tank And Allied Plumbing Works At Central University Of Kerala, Kasaragod
Tender Value
33.61 Lakhs
Estimated cost
Bid Submission
28 Sep 2026
13 days left
EMD
67300
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kasaragod → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 1 Lakh Litre Capacity Greywater Sump Tank And Allied Plumbing Works At Central University Of Kerala, Kasaragod
BOQ
| Sl. No. | Item Description |
| 1 | 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 getting out and disposal of excavated earth for all leads and lifts within the campus, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | 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 getting out and disposal of excavated earth for all leads and lifts within the campus , as directed by Engineer-in-charge. |
| 4 | Ordinary rock including hard laterite/ Narikkal |
| 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : Ordinary rock including hard laterite/ Narikkal |
| 6 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, for all leads and lifts within the campus wherever suggested by the Engineer in charge. |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to Plinth level : |
| 9 | CC 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 20/40 mm nominal size derived from natural sources) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 15 | Suspended floors, roofs, landings, balconies and access platform |
| 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete All work up to Plinth level : |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.All works upto plinth level |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 21 | Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement and testing of joints etc complete as per the direction of Engineer in charge |
| 22 | 150 mm diameter (6Kg/cm2) |
| 23 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 24 | 1:3 (1 cement: 3 fine sand) |
| 25 | 6 mm cement plaster of mix : |
| 26 | 1:3 (1 cement : 3 fine sand) |
| 27 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 28 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 29 | Extra for depth for manholes :Size 90x80 cm |
| 30 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 31 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 32 | Supply, installation, testing and commissioning of 5 HP, 3-phase submersible sewage/wastewater pump (2 Nos-Kirloskar/KSB or equivalent), including L&T or equivalent 3-phase starter/control panel (2 Nos), 6 sq.mm, 3/4-core suitable submersible flat cable(180 Meter), 2½\\" Brass non-return/check valve (2 Nos), 2½\\" CPVC Pipe-10 meter, 3\\" CPVC Pipe-50 meter (Astral/Supremeor equivalent).The Rate shall include cost and conveyance of all materials, labour charges, taxes etc. complete Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 11, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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