GENERAL-GPS - I - RBC - 2026 - 27 - Modernisation of -Pampooraampara Field Canal (Veettiyode - Pampooramapara Field Canal) offtakes from Chainage 1/841 km RHS of Karippode Branch Canal

Irrigation Department · Chittur, Kerala · Civil Works & Infrastructure · open

Key facts

Tender value: ₹5.6L
EMD: ₹14K
Published: 12 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 03 Nov 2026 08:02 UTC
Department: Irrigation Department, Government of Kerala
Office: Irrigation Sub Division I, Chittur

Description

Modernisation of the Pampooraampara Field Canal, including work between Ch. 0/245 km and 0/270 km and reconstruction of the syphon aqueduct between Ch. 0/255 km and 0/262 km. General civil work.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Copy of Registration Certificate duly attested, Duly signed preliminary agreement, Priced Bill of Quantities, Details required for e-payment, Bid Security payment details

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Commercial terms

Bid type: Item Rate
Make in India (MII): No
MSE preference: No

Line items (22)

15.9.2: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 — Qty: 8.372 cum
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) — Qty: 1.524 cum
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) — Qty: 0.726 cum
OD55188/2025-2026:Providing and erecting 1.00 metre high temporary barricading at site; each panel of size 2.50mx1.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flag — Qty: 7 metre
OD22494/2026-2027:Dismantling R.C.C pipes carefully, without making any damage to pipe and collars excluding earth work excavation and excluding refilling - taking out the pipes, manually /by mechanical means breaking collar joints, including transportation to and stacking of pipes & collars at Section office compound, RBC Irrigation Section, Oottara - including all labor, all incidental charges, etc. complete as per direction of Engineer - in - Charges: For R.C.C pipes 300 mm dia. — Qty: 3.6 metre
OD16135/2026-2027:Supplying and laying R.C.C pipe NP2 class 450 mm dia. for Aqueduct construction as per direction of departmental officers at site including all cost of materials and labour charges, etc. complete. — Qty: 7.3 metre
2.6.1: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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil — Qty: 19.915 cum
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). — Qty: 6.611 cum
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) — Qty: 5.085 cum
OD16199/2026-2027:Dry stone pitching 22.5 cm thick hard stone including preparing the surface etc. complete. — Qty: 31.94 sqm
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. — Qty: 1.95 metre
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 3.812 cum
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. — Qty: 82.105 sqm
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 derived from natural sources) — Qty: 13.656 cum
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 2.016 cum
2.25: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. — Qty: 0.104 cum
16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 — Qty: 1.883 cum
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 2.189 cum
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 — Qty: 775.545 kilogram
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) — Qty: 4.92 sqm

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