|
| 1 | App -A- Laying DI pumping main, gravity main, distribution etc. |
| 2 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 3 | 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) |
| 4 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 5 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm 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, in Ordinary Rock. |
| 6 | 100.2.7:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. |
| 7 | 100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited. |
| 8 | 100.4.1:Excavating in hard rock for trenches by blasting for laying pipes and stacking useful materials for measurements and disposing unserviceable materials within the initial lead of 50m and lift up to 1.50m (depth from 0.0m to 1.50m) and providing protection by earth filled cement bags during blasting to avoid damages to nearby structures (200 Nos. of earth filled cement bags for 10m3 of blasting) |
| 9 | OD171075/2025-2026:Demolishing rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50M lead as per direction of Engineer-in-charge and reusing the same rubble after the laying of the pipelines by leveling up with cement mortar (1 cement: 6 coarse sand) excluding the cost of rubble. |
| 10 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 11 | 100.12.8:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. |
| 12 | 100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore. |
| 13 | 100.14.1:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 100mm diameter Ductile Iron Class K-9 Pipes. |
| 14 | 100.14.2:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes. |
| 15 | 100.14.3:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes. |
| 16 | 100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. |
| 17 | 18.70.1:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:100 mm dia pipes |
| 18 | 18.70.2:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:150 mm dia pipes |
| 19 | 18.70.3:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes |
| 20 | 100.37.5.1:In situ fabrication of M.S. pipes of size 100mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 21 | 100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 22 | 100.37.7.1:In situ fabrication of M.S. pipes of size 200mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 23 | 100.37.5.4:Welding 100mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 24 | 100.37.6.4:Welding 150mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 25 | 100.37.7.4:Welding 200mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 26 | 100.37.5.3:Cutting 100mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 27 | 100.37.6.3:Cutting 150mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 28 | 100.37.7.3:Cutting 200mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 29 | OD171086/2025-2026:Cutting 100mm dia DI Pipes diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of the cut ends etc complete |
| 30 | OD171071/2025-2026:Cutting 150mm dia DI Pipes diametrically, the cut being diametrically perpendicular to the axis of pipeand smoothening of the cut ends etc complete |
| 31 | OD171079/2025-2026:Cutting 200mm dia DI Pipes diametrically, the cut being diametrically perpendicular to the axis of pipeand smoothening of the cut ends etc complete |
| 32 | 100.37.5.5:Grinding cut and weld edges of 100mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 33 | 100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 34 | 100.37.7.5:Grinding cut and weld edges of 200mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 35 | OD171087/2025-2026:Fabricating MS flanges of diameter 80 mm using 12 mm thick MS plate including cost and conveyancecharges of MS plate, all fabrication charges, charges of painting the steel work with two or more coatdeluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipesfabricated with 8mm thick MS plates. |
| 36 | 100.37.5.2:Fabricating M.S. flanges of diameter 100mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 37 | 100.37.6.2:Fabricating M.S. flanges of diameter 150mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 38 | 100.37.7.2:Fabricating M.S. flanges of diameter 200mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 39 | OD171085/2025-2026:Providing flanged joints to 80 mm diameter GI pipes and specials, including testing of joints:<br> |
| 40 | OD171077/2025-2026:Providing flanged joints to double flanged 100mm GI pipes and specials, including testing of joints:<br> |
| 41 | OD171078/2025-2026:Providing flanged joints to double flanged 100mm MS pipes and specials, including testing of joints:<br> |
| 42 | OD171076/2025-2026:Providing flanged joints to double flanged 150mm MS pipes and specials, including testing of joints:<br> |
| 43 | OD171073/2025-2026:Providing flanged joints to double flanged 200mm MS pipes and specials, including testing of joints |
| 44 | 18.30.2:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe |
| 45 | 18.30.4:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe |
| 46 | 18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe |
| 47 | OD171081/2025-2026:Laying in position double-flanged 80 mm dia GI Pipes |
| 48 | OD171070/2025-2026:Laying double-flanged GI pipes of 100mm |
| 49 | OD171074/2025-2026:laying double-flanged 100 mm MS pipe |
| 50 | OD171066/2025-2026:laying double-flanged 150mm MS pipe |
| 51 | OD171080/2025-2026:laying double flanged 200 mm MSpipe |
| 52 | 18.73.1:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :100 mm dia Ductile Iron Double Flanged |
| 53 | 18.73.2:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :150 mm dia Ductile Iron Double Flanged |
| 54 | 18.73.3:Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :200 mm dia Ductile Iron Double Flanged |
| 55 | 100.35.1:Testing 100mm DI/CI pipeline with potable water to the required test pressure100 mm dia |
| 56 | 100.35.2: Testing 150mm DI/CI pipeline with potable water to the required test pressure150 mm diaObserved Data derived from item no.1018 of PHED DATA |
| 57 | 100.35.3:Testing 200mm DI/CI pipeline with potable water to the required test pressure200 mm diaObserved Data derived from item no.1020 of PHED DATA |
| 58 | 100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve. |
| 59 | 100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve. |
| 60 | 100.31.1.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class I. |
| 61 | 100.31.1.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class I. |
| 62 | 100.31.1.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class I. |
| 63 | 100.31.1.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class I. |
| 64 | OD171082/2025-2026:Surveying, Designing, Supplying and fixing of suitable Zero Velocity Valve having following conditions - SIZE – 150/200 mm Dia, MATERIAL OF CONSTRUCTION – M S Fabricated, MOUNTING – Flange, ACTUATION - Self actuated by velocity of water, PRESSURE CLASS – Upto 40 Kg/Cm2, SEALING - Metal – to – Metal. |
| 65 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 66 | 4.1.6: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 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 67 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 68 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 69 | 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 |
| 70 | 100.41.40:Supply, stacking, spreading and consolidating of Red earth in the trench of pipe line for cushion including carriage, loading, unloading & stacking up to any lead. |
| 71 | 18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia |
| 72 | 18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia |
| 73 | OD171088/2025-2026:GIS mapping, Drawings soft copy and hard copy submitted on each bill, and finally submitted the full data.GIS mapping coordinates of regular intervals regarding sizes and locations of pipes, valves, and other all attributes in order to proper asset management and future servicing of the system and in order to upload in Google map.Drawings soft copy and hard copy(4Nos) with final bill .As per the Circular issued by the CE)SR) The GIS map soft copy and hard copy to be submitted to Jalabhavan (GIS wing) through the concerned EE in order to upload to the web site |
| 74 | OD182077/2025-2026:Conducting Dry density test of back filled portion by Govt. Engineering Colleges, including cost of conveyance, consumables, lab test, labour and other incidental charges etc.. complete. |
| 75 | App -C- Supply and erection of clear water pump sets at Plappally sump for pumping to Lahai |
| 76 | OD171064/2025-2026:Supply and Erection of Multistage Centrifugal Pump Set of approved make for Sump at Plappally (for CWPM to Laha GLSR) Supply, erection, testing and commissioning of KWA pre- qualified reputed make Centrifugal pump sets with Bronze / SS impeller, SS shaft and CI pump casing with suitable type base plate with coupling, coupling guard foundation bolts and nuts etc. complete including providing suitable concrete foundation including cost of cement, sand and metal etc. complete. The duty condition is as follows Discharge = 14 LPS Total Head = 230 m Efficiency not less than 70% 2. Motor <br>Supply, erection, testing and commissioning of KWA pre- qualified reputed make horizontal solid shaft foot mounted TEFC squirrel cage induction motor suitable for the above pump working 3 phase 50 Hz AC supply, working voltage 415 V . The motor shall confirm to IE2/IE3 as per IS12615-2018 including providing suitable concrete foundation including cost of cement, sand and metal etc. complete for 3300 v motor digital motor protection relay shall be included in starter as per CEA regulation 2010. Flexible coupling shall be used for coupling of pumps and motors. 3. Starter <br>Supply, erection, testing and commissioning of suitable rating VFD starter with all accessories suitable for the above motor with over voltage and under voltage protection, single phase preventer, over load relay with motor protection relay with main contractor and bypass contractor as per CEA regulation 2010 and code of practice etc. complete. <br><br>4. Panel Board (suitable for operating two pump sets but one pump set at a time) <br>Supply, erection, testing and commissioning of cubical type floor mounted MS fabricated dust and vermin proof common control panel board consisting of 1 No. suitabe capacity MCCB as incomer and 2 Nos. of suitable capacity MCCB as out going ( the two MCCB's are interlocking with each other ) providing suitable size Aluminium bus bar inter connect the above MCCB's and fitted with 3 Nos. of indicator lamps, 1 No. volt meter with selector switch, 1 no. Ammeter with selector switch etc. complete and provided with a common earth bus for the entire panel and inter connect with the MCCb's as per CEA regulation 2010 and code of practice. The panel shall shall be fitted on a common base frame on suitable foundation. (Specification may be modified if there is only one pump set by changing 2 Nos. of outgoing and the provision of interlocking may be avoided. <br>5. Cabling work <br>Supply, laying, testing and commmissioning of suitable size XLPE cables for the above pump set from panel board to starter and from starter to motor, considering energy conservation. <br>6. Earthing <br>Supply of all materials and providing suitable earthing by using suitable size pipe / plate earthing GI/ copper strip buried in ground and giving double earthing to motor, starter, panel board etc. as per IE standards. <br>7. Capacitor <br>Supply, erection, testing and commissioning of heavy duty APP capacitor for the motor to get a power factor above 0.95. The capacitor shall confirm to IS 2834 <br>8. Valves <br>Supply of suitable size best quality heavy duty ISI marked CI double flanged sluice valve and non return valve with suitable prsesure rating. Fitting of valves shall include proper RCC support especially for Non return valves. In case of positive suction pump set, sluice valve should be in suction as well as delivery sided for easy repair works. <br>9. Suction and delivery pipe connections. <br>Supply and fitting of suitable size best quality GI/MS pipe of thickness not less than 8 mm for a total length of 10 m suitable for the above pump set and suitable size foot valve and connecting the suction pipe and valve with suitable flanges, nut and bolts IR sheet etc. complete and connecting the delivery side of the pump with the valves and suitable specials to connect with the pumping main. If the dia. of suction pipe is above 80 mm, CI pipes and specials shall be provided. The guarantee period shall be two years from the date of commissioning.-2 year warranty . |
| 77 | 100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete. |
| 78 | 100.37.6.2:Fabricating M.S. flanges of diameter 150mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 79 | 100.37.6.4:Welding 150mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 80 | 100.37.6.5:Grinding cut and weld edges of 150mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 81 | 18.30.4:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:150 mm diameter pipe |
| 82 | App -D- Construction of 3.5LL Capacity break pressure Tank between Plappally and Thulappally. |
| 83 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 84 | OD171098/2025-2026:Providing dowel bars using 16 mm dia TMT bars 0.6 m long including drilling holes to a depth of 0.30 m ,filling holes with cement grout ,fixing the bars vertical etc including cost of steel, cement, labour charges for drilling ,filling the holes with grout etc complete |
| 85 | 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) |
| 86 | 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) |
| 87 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 88 | 5.33.1.1: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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 89 | 5.33.2.2: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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum |
| 90 | 5.33.2.1: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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 91 | 4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification . |
| 92 | OD171099/2025-2026:Supplying and fixing 200 mm DI wall casting pipe |
| 93 | OD171102/2025-2026:Providing and fixing of 150mm dia D.I. Wall cast pipe including all incidental charges etc... as per thedirection of departmental officials. |
| 94 | 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 |
| 95 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 96 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 97 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 98 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 99 | 19.18.1:Supplying and fixing C.I with out frame for manholes:455 x 610 mm rectangular C.I cover ( light duty ) the weight of the cover to be no less than 23 kg |
| 100 | 10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube |
| 101 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 102 | 100.36.1:Filling water with 5000 litre tankers fited in lorry and conveying water from a distance of 5 km (average) to the reservoir site and pumping the water into the reservoir of height not less than 3 m using 5 HP diesel engine pump set , hire for tanker lorry, tools and other appliences and cost of water etc. complete. |
| 103 | OD171103/2025-2026:Supplying and erection of lightning arrester. with a nominal discharge current . with galvanized clamping arrangement, G.I. bolts, nuts, washers etc. as required.with all connection procedure. |
| 104 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete |
| 105 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). |
| 106 | OD171101/2025-2026:Providing GI gate with 40 mm GI pipe from 16 mm MS rod for grilling including cost of materials labour charges for fabrication work welding charges cost of locking arrangements cost of concrete for fixing the gate conveyance etc. complete for a size of 4 mx 1.50 m |
| 107 | OD171104/2025-2026:Providing ventilation over roof slab of sump using GI pipe Tee, bend etc. take 30 cm 100 mm GI pipe & suitable no. of Tee & bends |
| 108 | OD171100/2025-2026:Making water level indicator in aluminum corrugated sheet of size 350x50 mm with vinyl printing and providing in the side of tank with MS angle and fixing PVC pipe in side tank for connecting pulley and float valve including cost and conveyance etc. complete |
| 109 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 110 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 111 | OD171105/2025-2026:Charges for preparation of Good For Construction (GFC) drawings (both structural & architectural) through an accredited Structural Engineer/Govt. Accredited Agency after conducting Soil Investigation at site. The charges include the vetting charges for M/s WASCON/similar Govt. Accredited Agency, submission of 3 set of minimum A2 size Drawings for vetting by WASCON, soft copy of drawing in AUTOCAD and any other design consultation charges complete as per direction of Departmental Engineer - In - Charge of the work. |
| 112 | OD171106/2025-2026:Supplying and fixing C.I with cover and frame for manholes;560 mm diameter (heavy duty) the weight to be not less than 208Kg. |
| 113 | App -E5- Concrete Road |
| 114 | 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) |
| 115 | App -F- Supply of Materials. |
| 116 | 100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 117 | 100.98.446:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm. |
| 118 | OD171093/2025-2026:SLUICE VALVE 80 mm PN3.0(30KG/CM2) as per IS specification. |
| 119 | OD171091/2025-2026:SLUICE VALVE 100mm PN3.0(30KG/CM2)as per IS specification. |
| 120 | OD171097/2025-2026:SLUICE VALVE 150 mm PN3.0(30KG/CM2)as per IS specification. |
| 121 | OD171092/2025-2026:SLUICE VALVE 200mm PN3.0(30KG/CM2)as per IS specification. |
| 122 | OD171095/2025-2026:Supplying heavy duty GI pipe 50 mm Class C ( 6.17kg/m ) with specials |
| 123 | OD171096/2025-2026:Supply of 80 mm GI pipe (m)as per IS specification. |
| 124 | OD171090/2025-2026:Supply of 100 mm GI (m)as per IS specification. |
| 125 | OD171094/2025-2026:Cost of GI specials (Bends,Tee,coupler, Tailpiece,end caps,CID/CIR etc )5% cost of pipe. |
| 126 | 100.98.115:Supply of DI K9 Pipe Conforming to IS 8329/2000, 100mm Dia. |
| 127 | 100.98.116:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia. |
| 128 | 100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. |
| 129 | OD181855/2025-2026:Supply of 110 mm pvc 12.5 kg/cme as per IS specification. |
| 130 | OD171089/2025-2026:Cost of PVC specials (Bends, Tee, coupler, Tailpiece, end caps, solvent cement etc )3% cost of pipe. |
| 131 | App -G1- Supply and Fixing of Pressure Relief Valves |
| 132 | OD171065/2025-2026:Supplying and fixing suitable Pressure relief valve including design sheet design sheet to 110mm PVC Pipe / 100 mm GI Pipe and 90 mm PVC Pipes and 80 mm GI Pipes having following specifications as per the direction of departmental officials. Type - Spring loaded, Angle pattern, Size - 100 mm /80 mm, Pressure - 150#, 300#,600#, 900#, 1500#, 2500# , MOC - CS, SS304, SS316 (As per application) , Orifice - AS per API , Over pressure - AS per API , Blowdown Pressure - As per API , End connection - Flange end , Bonnet type - Close bonnet / Open bonnet , Lever operated ( optional) , IBR Approved |
| 133 | App -G2- Supply and Fixing of Pressure Reducing Valve |
| 134 | OD171107/2025-2026:Installation of heavy duty pressure reducing valve as per design sheet and ISspecification near BREAK PRESSURE Tank area for serving water to the Nearby inhabitants |
| 135 | 100.12.6:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 50mm diameter nominal bore. Please Enable Macros to View BoQ information |
