Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date22 Aug 2024
Closing DateCancelled
Tender Amount₹ 80,17,553
Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
13th Fca Develop. And Revival Of Historic Waterway From Anjengokayal To Nadayarakayal From Ch 42.46toch55.17km Including Revival Of2tunnels At Varkala Reachi From Anjen.kayal To Thazhevettoor Ch42.46to 46km Begi.por. From Ch42.46to43.78kmbalancework
Description
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Contact
Tender Id
2024_Irrig_681696_2Tender No
IRR/KP/TR/7455/2023_5_1_1/1(A)Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://www.irrigation.kerala.gov.in/
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Documents
BOQ Items
Removing water hyacinth and other vegetation from the waterway by cutting, collecting, conveying and disposing at suitable places pointed out by the departmental officers at site with all leads and lifts and other incidental charges like hire of country boats etc complete.
3690
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Earthwork excavation in ordinary soil for side cutting and deepening of canal above water level and depositing the spoil on bank for filling eroded portions and low lying areas withall leads and lifts etc. complete as per specification and as directed by the department officers at site.
196
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Earthwork excavation in ordinary soil for deepening and widening the canal in or under water and disposing the spoil to contractor (cost of spoil will be recovered as per agreed rate) including conveying the spoil to the contractors own place of choice with contractors own risk etc complete as directed by the departmental officers at site.
8234.43
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APPENDIX B - Side Protection Works
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Reinforced cement concrete 1:1.5:3 (4.32 kg cement per 10 dm3 concrete) using 20mm nominal size hard broken stone for precast R.C.C. piles of the size given in the approved drawing including cost of all materials, labour and all formwork, watering, curing but excluding cost and labour for providing reinforcement etc. complete and conveying the same from the yard of concreting to the place of driving and driving the piles to line and level to required depth including all cost of materials, labour and hire charges of machinery for conveying, erecting and driving etc. complete as directed by the departmental officers at site.
11
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-
Reinforced cement concrete 1:1.5:3 (4.32 kg cement per 10 dm3 concrete) using 20mm nominal size hard broken stone for precast slab of size 2.01 x 1.80 x 0.09 m including cost of all materials, labour charges and all formwork, watering, curing but excluding cost and labour for providing reinforcement etc, complete and conveying and carefully inserting through various strata till the slab rest properly by Jetting or any suitable method including all labour and hire charges of machinery etc. complete as directed by the departmental officers at site
10
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-
Reinforced cement concrete 1:1.5:3 (4.32 kg cement per 10 dm3 concrete) using 20mm nominal size hard broken stone for precast slab of size 2.01 x 1.00 x 0.08 m including cost of all materials, labour charges and all formwork, watering, curing etc. complete but excluding cost and labour for providing reinforcement and conveying and placing in position to lines and levels carefully inserting through various strata till the slab rest properly by any suitable method including all labour and hire charges of machinery etc. complete as directed by the departmental officers at site.
9
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Reinforced cement concrete 1:1.5:3 (4.32 kg cement per 10 dm3 concrete) using 20mm nominal size hard broken stone for top beam connecting piles cost of all materials, labour charges and all formwork, watering, curing etc. complete but excluding cost and labour for providing reinforcement etc. complete as directed by the departmental officers at site.
939.75
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Reinforcement for RCC work, bent, tied and placed in position as per drawing using TMT steel (plain grill requiring bending cold) including all cost, conveyance and labour charges etc. complete as directed by the departmental officers at site.
22.82
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Earthwork excavation in ordinary soil and depositing the spoil on banks for anchor and deadman and backfilling after the construction is over including removing the excess spoil and depositing within initial lead and lift as directed by the departmental officers at site.
424.36
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APPENDIX C - Construction of Boat Jetty
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Hire and labour charges for putting up ring bund (1m x 1m) with earth cut and conveyed with all leads and lifts and with 1/4th split coconut post, 1.50 m long driven 0.50m below bed level at 1m c/c on either sides and with 1/3 split areacanut reepers horizontal In three rows tled with coir yarn and screening with double coconut cudjan medals as either side including all labour etc. complete and removing and clearing all the set up after usage as per the direction of the department officers at site.
25
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-
Bailing out water using 5HP Engine and pumpset including erecting at site, cost of fuels, lubricating oil and other stores pay of staff, hire charges for engine etc.Complete as per the direction of the department officers at site.
160
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-
Earth work excavation in all classes of soil except hard rock which requires blasting for foundation and depositing the spoil on bank including refilling the foundation conveying and using the excess cut spoil for filling wherever necessary breaking clods, watering, ramming etc. complete inclusive of leads and lift etc. Complete as per the direction of the department officers at site.
38.25
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Random rubble masonry in cement mortar 1:8 (54kg cement /1 m3 concrete) for foundation including cost and conveyance of all materials. labour charges etc. complete as per the directionof departmental officers at site.
51.3
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Reinforced cement concrete 1: 1 1/2:3 using (4.32kg of cement/I0dm3 of concrete) 20mm nominal size broken stone for precast piles including all boxing, curing ete.complete including cost and conveyance of all materials, labour charges etc. complete but excluding cost of reinforcement as directed by the departmental officers at site.
6240
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-
Supplying and fixing MS shoes to fit 300 mm square pile with pile,shoe of height 50 cm as per design with anchor rod of 16mm dia as per drawing including cost and conveyance of all materials, labour charges for making shoe, all sundries, et.c complete as directed by the departmental officers at site.
8
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Conveying, lifting, hoisting, aligning and fixing RCC piles 300 to 400mm square piles in lines and levels from the place of casting to pile driving plant upto a distance of 150m including hire charges of planks wooden scantling, coir, ropes, crowbar etc. complete
72
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Driving down RCC piles of 300mm square to lines and levels through various strata from bed level till refusal with monkey weighing not less than 2 ton with help fo pile driving plant with barges accessories such as wire ropes etc. including hire and labour for machineries and materials.
48
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Chipping and removing top of RCC piles 300mm to lines and levels carefully without damaging the remaining portion and removing the debris with all leads and lifts etc.
220
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Reinforced cement concrete 1:1 1/2:3 (4.32kg of cement/10dm3 of concrete) using 20mm nominal size broken stone for beam of jetty including cost of all materials, labour charges, conveyance, boxing, curing etc. complete as directed by the departmental officers at site
2690
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-
Reinforced cement concrete 1:1 1/2:3 (4.32kg of cement/10dm3 of concretejusing 20mm nominal size broken stone for slab and kerb of jetty including cost of all materials, labour charges, conveyance, hire and labour for form work, watering, curing etc. complete as directed by the departmental officers at site.
3070
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Reinforcement for RCC work bent, tied and places in position including cost and conveyance of all materials, labour charges etc complete as directed by the departmental officers at site
16.02
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Providing hand rails with Gl pipe 50mm size horizontal bar and 20mm verticl at 10cm c/c for hand rails of jetty including cutting welding and fixing charges etc. complete as per the direction of departmetnal officers at site
15.1
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Supplying well matured coconut of 20 to 30 cm dia and 7.5m long at site, including cost, coneyance labour charges for cutting etc. complete
30
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Driving down coconut post 20 to 30cm dia to approved lines and levels through various strata including all hire and labour for fixing staging platform and all other appliances necessary for pile driving after pointing the bottom end etc. complete
19.2
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Fabricating, coriveying and fixing steel truss made of G.I. pipe of various size for the roof of jetty building with a dimention of 5m x 2.5m including cost of materials, labour charges, one coat of iron primer with all leads and lifts etc. as per the direction of departmental officers at site
1
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Painting priming coat on new iron work after rubbing with emery paper and cleaning the surface etc. complete
10.6
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Painting with synthetic enamel paint using approved quality paint as specified 2 coats over primary coat already done and to be paid separately to iron works as per the direction of the departmental officers at site
10.6
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Painting with aluminium paint using approved quality paint as specified, one coat over the priming coat
10.6
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Roofing with GI colour coated (tile profile) sheet 0.45 mm gauge thick with GI bolts &nuts and bitumen washes including necessary overlaps for 150mm at ends etc. or as per the direction of the departmental officers at site
31.2
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Supplying and laying cement concrete pavement tiles (designer tiles for external use ) of approved quality to lines and levels with cement mortar 1:5, 20 mm thick including filling joints etc complete as per specifications
24.85
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APPENDIX D - Additional Protection Works
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Cement Concrete 1:4:8 by using 40 mm nominal size broken stone and 1. kg of cement per one cubic metre of concrete for foundation including cost and conveyance of all materials and labour charges etc. complete as directed by the departmental officers at site.
188.5
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Graded Cement Concrete :3:6 with 60% of 40 mm and 40 % of 20 mim broken stone and using 223. 20 ke of cement per one cubic metre of concrete for the sidewall including cost and convevance of materials and labour charges for mixing and layme of concrete, watering, curing etc. complete as directed by departmental officers at site
324
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Dismantling, clearing away and carefully stacking materals useful for reuse for any thickness of walls of dry rubble work, dry grauted rough stone or dry stone boulders inchiding disposal of debris wath in distance of 150m.
23.4
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Dry Rubble masonry with good quality of blasted rubble for foundation and superstructure of sidewall including packing to compactness to lines and levels, cost and conveyance of all materials, labour charges etc. complete asper the direction of departmental officers at site
383.47
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Rough stone dry packing with good quality of blasted rubble for pitching including packing to compactness to lines and levéls. cost and conveyance of all materials, labour charges etc. complete as per the direction of departmental officers at site
352
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Random Rubble masonry in Cement Mortar 1:8 for superstructure using good quality of blasted rubble and 54Kg of cement per one cubic metre of masonry with close finished joints but without pinning on faces including labour for pointing the exposed laces with the same mortar with cost and conveyance of all materials and labour charges etc complete as directed by departmental officers at sitee
77.08
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Reinforced Cement Conerete I: 1 1/2:3 using 20 mm nominal size broken stone and 4.32 kg of cement per 10dm3 of concrete for belt and guard stone including cost and conveyance of all materials, hire and labour charges of formwork and fabour charges of laying concrete, watering curing etc complete but excluding the cost of reinforcement as per the direction of departmental officers at site
7056
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Reinforcement for R.C.C work bend tied and placed in position ( plain grill requiring bending cold) including cost and conveyance of all materials and labour charges etc complete as per the instructions of departmental officers at site
9830
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Plastering with cement mortar 1:4. 15mm.thick one coat floated hard and trowelled smooth, using 59 kg of cement per fen sq. m of plastering including all cost and conveyance of materials and labour charges etc, complete as directed by the departmental officers at site.
152.8
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