Puducherry SOR 2024-25

Irrigation rates

50 irrigation items from the Puducherry PWD, effective 2024-08-14.

Irrigation rates in the Puducherry Puducherry Schedule of Rates 2024-25 run from ₹14.42 to ₹9,949.08. Transcribed from Puducherry PWD — Puducherry Schedule of Rates 2024-25, Puducherry region. Base PDF only; PWD has since issued Correction Slip-3 (22 January 2025) for all four regions, so some rates here may be superseded.. Reference only — verify against the official source before pricing a bid.

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50 items — scroll the table to browse

	Description	Unit
30.1	Earthwork in rough excavation and dressing up in embankement for roads, flood banks, marginal banks and guide banks or filling up ground depression lead upto 50 m and lift upto 1.5 m in all kinds of soil (Payment shall be made based on levels) - by manual means	Cum	394.78
30.1A	Preparation of steel mould of size 0.5x0.5x0.45m	Cum	418.92
30.1B	Preparation of steel mould of size 0.9x0.9x0.45 (6mm thick plate)	Cum	214.31
30.2	Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering rolling each layer with 1/2 tonne roller or wooden or steel rammers and dressing up in embankement for roads flood banks, marginal banks and guide banks or filling up ground depression, lead upto 50m and lift upto 1.5m in all kinds of soil. The Payment shall be based on levels	Cum	627.88
30.3A	Collection of gravel and banking the gravel in layers not exceeding 20 cm in depth breaking clods, watering, rolling each layers with 1/2 tonne roller or wooden or steel rammers and dressing up in embankement for roads flood banks, marginal banks and guide baks etc and lift upto 1.5 m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment	Cum	895.12
30.4	Banking available earth in layers not exceeding 20cm in depth breaking clods, watering, rolling each layers with 1/2 tonne roller or wooden or steel rammers and dressing up in embankements for roads flood banks, marginal banks and guide banks etc and lift upto 1.5m in all kinds of soil. The quantity of the fill shall be calculated based on levels and then reduced by 10% for the purpose of payment	Cum	233.60
30.5	Earth work in rough excavation and dressing up in embankement by using machinery for roads, flood banks, marginal banks and guide banks or filling up ground depression within a initial lead of 50m and lift upto 6m in all kinds of soil (Payment shall be made based on levels)	Cum	48.01
30.7	Supply of Quarry rubbish including stacking to department gauge for premeasurement and spreading required thickness	Cum	869.95
30.8	Providing and fixing 110 mm dia PVC pipes (4kg / cm2) in weep holes including cement concrete 1:5:10 (one cement: 5 sand: 10 graded stone aggregate) and filling of pebbles etc	Metre	336.31
30.9	Supplying and placing in position HDPE cement bags filled with sand for breach closing / diversion arrangement. The cost includes the cost of empty HDPE bags, labour charges for filling the bags and placing in position, removing the bags from site after completing the work etc., complete	Bag	79.21
30.10	Removing and repacking of rough stone for revetment etc., complete	Cum	2,112.96
30.11	Supplying with gravel for apron and rivetment	Cum	882.68
30.12	Providing and laying brick block of size 0.34 x 0.34 x 0.3mts. In C.M 1:4 (1 cement: 4 fine aggregate) using well burnt country bricks of class designation 35 for launching apron including the bed, laying to the required levels, slop etc. complete	Cum	9,949.08
30.13	Providing and laying brick block of size 0.34 x 0.34 x 0.23 mts. In C.M 1:4 (1 cement: 4 fine aggregate) using well burnt country bricks of class designation 35 for apron and revetment including levelling the bed, laying to the required levels, slop etc.complete	Cum	9,949.08
30.13C	Providing and laying precast cement concrete blocks for launching apron of size 0.5 x 0.5 x 0.45 m in cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate) using 6mm thick steel mould including consolidation, curing and placing in position etc.,complete	Cum	7,603.40
30.13D	Providing and laying precast cement concrete blocks for launching apron of size 0.9 x 0.9 x 0.45 m in cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate) using 6mm thick steel mould including consolidation, curing and placing in position etc.,complete	Cum	7,387.13
30.14	Dry stone pitching on slopes to required thickness and profile with hammer dressed garnite stones having no side less than 15 cum for revetment works, preparing surface etc., complete	Cum	4,528.91
30.14L	Cost of labour for stone pitching	Cum	2,964.02
30.15	Earth work in rough excavation over area not exceeding 30 cm thick and dressing up in embankaement by using machinery for roads, flood banks, marginal banks and guide banks on filling up ground depression within a initial lead of 50 m and lift upto 6m in all kinds of soil	Sqm	14.42
30.16	Demarcation of field boundaries to the tank site and planting survey stone wherever necessary. The rate to include all cost for surveyor,Chainman, earthwork excavation, conveyance of stones to the workspot and labour for erection etc., complete (The rate excluded the cost of survey stone)	Hectare	3,826.89
30.17	Demarcation of field boundaries to the supply channels and planting survey stone wherever necessary. The rate to include all cost for surveyor, Chainman, earthwork excavation conveyance of stones to the workspot and labour for erection etc., complete (The rate excluded the cost of survey stone)	Rmt	39.83
30.18	Grouting the revetment not less than 15 cm deep with cement concrete 1:5:10 (one cement, five sand, and ten graded stone aggregate of 12.50 mm size) and pointing the same with cement mortar 1:5 (one cement and five sand) to give an even and smooth surface)	Sqm	682.94
30.19	Collection and supply of stone boulders at Various weights including the charges for conveyance, pre - weighing the loaded vechile and post - weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of stone boulders. This rate shall include the costs of formation of approch track for tranportations of materials men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing etc.,complete. The specific gravity of stone shall be from 2.90 to 3.02. Bedding layer after deducting 30% voids. Using 10mm to 50 kg	MT	1,686.80
30.20	Collection and supply of stone boulders at Various weights including the charges for conveyance, pre - weighing the loaded vechile and post - weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of stone boulders. This rate shall include the costs of formation of approch track for tranportations of materials men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing and harbouring works also etc., complete. The specific gravity of stone shall be from 2.90 to 3.02.Core after deducting 30% voids. Using 5kg to 100kg	MT	1,677.53
30.20A	Collection and supply of stone boulders at Various weights including the charges for conveyance, pre - weighing the loaded vechile and post - weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of stone boulders. This rate shall include the costs of formation of approch track for tranportations of materials men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing and harbouring works also etc., complete. The specific gravity of stone shall be from 2.90 to 3.02.Toe after deducting 30% voids. Using 100kg to 300 Kg	MT	1,677.53
30.20B	Collection and supply of stone boulders at Various weights including the charges for conveyance, pre - weighing the loaded vechile and post - weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of stone boulders. This rate shall include the costs of formation of approch track for tranportations of materials men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing and harbouring works also etc., complete. The specific gravity of stone shall be from 2.90 to 3.02. Secondary layer after deducting 30% voids. Using 100kg to 300 Kg	MT	1,677.53
30.20C	Collection and supply of stone boulders at Various weights including the charges for conveyance, pre - weighing the loaded vechile and post - weighing the empty vehicle and placing the boulders to the required slope and section by using suitable machinery including handling and packing charges, crane charges etc., complete. The payment will be made based on weight basis. The quantity will be counter checked by way of volumes computed based on pre-levels and post-levels of the section and the volume thus computed will be arrived in weight after reducing for the corresponding voids depending on the size of stone boulders. This rate shall include the costs of formation of approch track for tranportations of materials men and machinery for the placing and dumping the boulders in position for groins / sea protection wall / rock revetment as per sectional drawing and harbouring works also etc., complete. The specific gravity of stone shall be from 2.90 to 3.02. Armour layer after deducting 40% voids. Using 1.25 tonne to 2.00 tonne	MT	1,677.53
30.22	Dry excavation in the shore area between sea and back water. The rate shall include the cost of labour, material, consumables, POL, spare parts etc. The payment shall be made based on levels	Cum	110.97
30.25	Providing and laying fillter media for fine aggregate under concrete block loose apron (as filter media) to required thickness including removal of foreign matters, ramming, consolidation with watering	Cum	2,478.24
30.26	Providing and laying filter media using HBG metal of 10mm size to a required thickness	Cum	1,376.41
30.26A	Providing and laying filter media using HBG metal of 12.5 mm size to a required thickness	Cum	1,376.41
30.26B	Providing and laying filter media using HBG metal of 20 mm size to a required thickness	Cum	1,660.94
30.26C	Providing and laying filter media using HBG metal of 40 mm size to a required thickness	Cum	1,518.68
30.26D	Providing and laying filter media using HBG metal of 63 mm size to a required thickness	Cum	1,376.41
30.27	Providing and fixing cement concrete rings of 900 mm dia. 300mm height and 40 mm thick in 1:2:4 (one cement, two sand, and four 12mm HBG metal) with slots in the walls and provided with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all complete	Nos	373.30
30.27A	Providing and fixing cement concrete rings of 900 mm dia. 300mm height and 40 mm thick in 1:2:4 (one cement, two sand, and four 12mm HBG metal) and provided with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all complete	Nos	330.62
30.27B	Providing and fixing cement concrete rings of 900 mm dia. 300mm height and 40 mm thick in 1:2:4 (one cement, two sand, and four 12mm HBG metal) cast monolithic with cover slab with nominal reinforcement. The rate to include the cost of cement concrete rings, transportation to site, labour for erection, fixing with cement mortar 1:3 (one cement and three sand) all complete	Nos	643.60
30.28	Providing and fixing UPVC top cover suitable for 150mm dia pipe. The rate to include the cost of cover, transportation to site and fixing in position	Nos	291.59
30.29	Supplying and lowering of UPVC 150mm dia Plain casing pipe confirming to IS: 12818-1992 with relevant amendments with class designation CM and with minimum wall thickness of 7.5 mm as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost of materials, but excluding the cost of labour for positioning the assembly for lowering purpose using contractor's rig	Rmt	1,176.42
30.30	Extra for providing 3 mm slots in 150mm dia.UPVC casing pipes	Rmt	64.02
30.30A	Extra for providing 3mm slots in 200 mm dia.UPVC casing pipes	Rmt	85.36
30.31	Supplying and packing of 8mm size down gauge graded pebble including filling the annual space gradually complete. The pebbles should be of free from disintegrated pieces.(It will measure in stack for the purpose of payment)	Cum	5,989.30
30.32	Providing and fixing netlon mesh	Sqm	398.28
30.33	Supplying and fixing 8" to 4" dia M.S.sadlle set with 4" dia coupling suited to connect 4" dia pipes	Each	2,357.93
30.34	Supplying and lowering of UPVC 200 mm dia Plain casing pipe confirming to IS. 12818-1992 with relevant amendments with class designation CM and with minimum wall thickness of 10mm as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost of materials, but excluding the cost of labour for positioning the assembly for lowering purpose using contracor's rig excluding the hire charges thereof	Rmt	3,667.55
30.35	Supplying and lowering of UPVC ribbed screen slotted pipe 200 mm dia confirming to IS. 12818-1992 with relevant amendments with class designation 'RS' and with minimum wall thickness as per I.S.Code into the bore well with proper vertical alignments etc. Including the cost of materials, but excluding the cost of labour for positioning the assembly for lowering purpose using contracor's rig excluding the hire charges thereof	Rmt	4,299.21
30.36	Supplying and fixing of MS centering guide of size 25 mm x 3mm thickness suitable for UPVC pipe including the cost of materials but excluding the cost of labour for positioning the assembly for lowering purpose using contractors rig excluding the hire charges thereof - 200 mm dia	Each	283.10
30.37	Desilting the canal by removing silt, slush and debries from the bed of the drain removing the grass, buses etc., complete in uhygenic and foul condition including disposal of the same within an average lead of 1KM without polluting the environment by mechanical means	Cum	561.63
30.38	Desilting the canal by removing silt, slush and debries from the bed of the drain removing the grass, buses etc., complete in unhygenic and foul condition including disposal of the same within an average lead of 1KM without polluting the environment by manual means	Cum	483.70
30.39	Conveyance of excavated earth with in a lead of 5km radius beyond the initial lead of 50m and filling up in embankments for roads, flood banks, marginal banks etc. in all kinds of soils. The quantity of conveyed earth shall be calculated based on level and the total quantity shall be reduced by 20% for the purpose of payment	Cum	352.52

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