Indian Oil Corporation Limited-IOCL has published Construction Of Two Nos Of New 1500 Kl And One 2000 Kl Internal Floating Roof Tanks And Conversion Of One 5000 Kl Cone Roof Tank Into Internal Floating Roof Tank Along With Building Works At Bkpl Barauni Pump Station. Submission Date for this Tender is 20-01-2020. Pump Supply Tenders in Bihar Bihar. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Jan-2020 | Addendum-3 | Date | 15-01-2020 |
| 2 | 15-Jan-2020 | Addendum-4 | Date | 20-01-2020 |
| Name of work: Construction of two nos of new 1500 KL and one 2000 KL internal floating roof tanks and conversion of one 5000 KL cone roof tank into internal floating roof tank along with building works at BKPL Barauni Pump Station Tender No:PLCC/HBPL/M/19092 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Comosite Works - Mechanical | Item 00010 | ||
| 2 | 2 | "PRODUCT STORAGE TANKS( CONE ROOF TANKS WITH PONTOON TYPE ALUMINIUM INTERNAL FLOATING ROOF): Design, preparation of detailed fabrication & construction drawings and detailing alongwith supporting calculations meeting with the requirement in accordance with tender specifications/ stipuulations/ drawings, applicable codes , Taking delivery and transportation of all owner supplied materials as listed in SCC from owner's storage location within the owner designated premises, supply of all other materials, structurals & accessories required to meet the requirement stipulated in tender documents and approved detailed fabrication & construction drawings. Rolling, fabrication, erection and welding of all steel plates for specified capacity fixed roof type petroleum product storage tanks with Pontoon Type Aluminium Internal Floating Roof comprising of bottom, shell, cone roof including roof structure , aluminium internal floating roof, wind girders, spiral stairway, hand rails, curb angle, gauge well pipe, accessories, safety devices and other components of tank specially covered as per SCC provision of scope of work. The rate should include design, supply & fabrication of Pontoon type Aluminum internal floating roof having features like anti-static/grounding decvices, earthing & anti-rotation cables, deck breather valves, foam dam ,supporting legs,vents, manholes and inspection hatches, peripheral seals having vapour mounted wiper seals as primary seal and rim mounted wiper seals as secondary seal, penetration seals for columns, ladders ,gauge wells, and other appurtenances that pentrate into the floating roof, all roof appurtenaces, accessories ETC., as per specifications and approved drawings .Providing mounting flange, perforated pipes of suitable sizes for mounting of radar gauges, level switch, temperature sensor etc. and suitable size of aluminium cable trays from tank bottom to tank top & tank top to instruments for instruments like Radar gauge for product level & water level, temperature gauge, Level Switch etc., Providing all manholes, nozzles etc., fittings and fixing of all appurtenances, instruments, alarms, accessories, sealing devices, safety devices etc.,suitable platform for the maintenance of level switches, providing support brackets for cable trays, piping etc, pad plates & support brackets for cooling water risers & ring mains, brackets for foam pourer riser pipes and brackets & angles for thermal relief line(s) of tank body valves into the gauge well/top of the tank, supply & installation of water and product draw off valves as per the technical specifications, conducting hydrostatic test with dosing of approved corrosion inhibitor as per the requirement and conducting all other necessary tests, Calibration of storage tanks including strapping with tapes, providing scaffolding for calibration, developing and providing calibration chart duly approved by the calibration authorities. etc. Painting of bottom side of the bottom plates with specified paint system, painting of tank bottom & full tank internal surface with specified paint system as per provisions laid down in the tender specifications, external painting of the tank shell, roof & appertunances with specified paint system after sand/shot blast cleaning as stipulated in the specifications , Carrying out all required stage and final inspection of shell, bottom & roof including visual inspection and Radiographic inspection of Welds as per provisions of API 650 (latest ediiton), Supply, design, drawings , installation & commissioning of complete earthing system of tanks for protection against lightening strikes/ strokes as per supplied tender drawings/specifications after prior approval of complete earthing system from the Owner. Providing complete assistance and manpower during commissioning of the tanks, Preparation of As built drawings, data sheets etc., and furnishing them as reference documents. Completing all the work meeting with the drawings, specifications, applicable codes (API 650 & other codes as applicable) in all respects inclusive of supply of all materials, tools and tackles, labour, manpower & consumables etc., in accordance with the contract specifications and as per the instructions of the Site Engineer/ Engineer in Charge." | Item 10.10 | ||
| 3 | 3 | Nominal Capacity:1500 Kl , 14m Dia x 12m | Item 10.20 | 2 | EA |
| 4 | 4 | Nominal Capacity:2000 Kl , 16m Dia x 12m | Item 10.30 | 1 | EA |
| 5 | 5 | "COOLING WATER SYSTEM - CONE ROOF TANKS WITH ALUMINIUM INTERNAL FLOATING ROOF: Design, detail engineering including sizing calculations , supply of all material such as steel structurals, pipes, pipe fittings, flanges, gaskets, U-clamps, half couplings, spray nozzle etc. at site for fabrication of cooling water ring mains for each of the product storage tank including supply & fabrication of riser pipes of required size as stipulated in technical specifications , extending cooling water ring main on to the roof for cone roof tanks including supply & installation of sprinklers as per approved design, Fabrication and erection of risers pipes of required size (6""/8"" NB) with minimum two(2) nos. of riser pipes, cooling ring mains of required size(3""/4"" NB) and minimum 3 numbers of cooling ring mains for each tank as stipulated in technical specifications for each tank at the required /indicated elevations by cold bending, Fabrication & erection of support brackets, structurals and U clamps for ring mains and riser pipes, erection of ring mains and riser pipes on the bracket and fixing including supply & installation of bends, tees,strainers, flanges, blanks etc. puncturing and welding threaded half coupling on the ring mains and locating as per the drawing, installation of spray nozzles, connecting it to riser pipes, hydrostatic testing of riser pipes and ring mains, commissioning of the complete cooling water spray system, cleaning and painting the pipe with specified painting system and painting the support structurals inline with tank Shell painting system and completing the work meeting with the drawings, specifications, applicable codes in all respects inclusive of supply of all materials, tools and tackles, labour, manpower & consumables etc., in accordance with the contract specifications and as per the insruction of Engineer - In- Charge/ Site Engineer. Note:- The scope shall also include blast cleaning of internal surface of MS pipes conforming to SSPC SP-10, followed by application of High Build Solvent Free Liquid Epoxy with total thickness(DFT) of 700-1000 Microns including all inputs such as materials, labour, consumables etc. " | Item 10.40 | ||
| 6 | 6 | Nominal Capacity:1500 Kl , 14m Dia x 12m | Item 10.50 | 2 | EA |
| 7 | 7 | Nominal Capacity:2000 Kl , 16m Dia x 12m | Item 10.60 | 1 | EA |
| 8 | 8 | Nominal Capacity:5000 Kl , 24m Dia x 12m | Item 10.70 | 1 | EA |
| 9 | 9 | Conversion of Cone Roof into Internal Floating Cone Roof Tank : Design, preparation of detailed fabrication & construction drawings and detailing alongwith supporting calculations meeting with the requirement in accordance with tender specifications/ stipuulations/ drawings, applicable codes , Taking delivery and transportation of all owner supplied materials as listed in SCC from owner's storage location within the owner designated premises, supply of all other materials, structurals & accessories required to meet the requirement stipulated in tender documents and approved detailed fabrication & construction drawings. Rolling, fabrication, erection and welding of all steel plates for specified capacity fixed roof type petroleum product storage tanks with Pontoon Type Aluminium Internal Floating Roof comprising of bottom, shell, cone roof including roof structure , modofication / alteration/ repair of roof and riif structure , design supply and erection of aluminium internal floating roof, design supply and erection of all the roof accessories like vent, gauge well pipe, accessories, safety devices and other components of tank specially covered as per SCC provision of scope of work. The rate should include design, supply & fabrication of Pontoon type Aluminum internal floating roof having features like anti-static/grounding decvices, earthing & anti-rotation cables, deck breather valves, foam dam,supporting legs ,vents, manholes and inspection hatches, peripheral seals having vapour mounted wiper seals as primary seal and rim mounted wiper seals as secondary seal, penetration seals for columns, ladders,gauge wells, and other appurtenances that pentrate into the floating roof, all roof appurtenaces, accessories ETC., as per specifications and approved drawings .Providing mounting flange, perforated pipes of suitable sizes for mounting of radar gauges, level switch, temperature sensor etc. and suitable size of aluminium cable trays from tank bottom to tank top & tank top to instruments for instruments like Radar gauge for product level & water level, temperature gauge, Level Switch etc., Providing all manholes, nozzles etc., fittings and fixing of all appurtenances, instruments, alarms, accessories, sealing devices, safety devices etc. ,suitable platform for the maintenance of level switches, providing support brackets for cable trays, piping etc, pad plates & support brackets for cooling water risers & ring mains, brackets for foam pourer riser pipes and brackets & angles for thermal relief line(s) of tank body valves into the gauge well/top of the tank, commissioing of Tank, Providing complete assistance and manpower during commissioning of the tanks, Preparation of As built drawings, data sheets etc., and furnishing them as reference documents. Completing all the work meeting with the drawings, specifications, applicable codes (API 650 & other codes as applicable) in all respects inclusive of supply of all materials, tools and tackles, labour, manpower & consumables etc., in accordance with the contract specifications and as per the instructions of the Site Engineer/ Engineer in Charge. Note:- The rate should include any balance work, which are not included under M&I of PL-05 for making tank ready for commissioing after conversion into IFR. | Item 10.80 | ||
| 10 | 10 | Nominal Capacity:5000 Kl , 24m Dia x 12m | Item 10.90 | 1 | EA |
| 11 | 11 | "FOAM POURER SYSTEM FOR CONE ROOF TANKS WITH ALUMINIUM INTERNAL FLOATING ROOF: Design, detail engineering including sizing calculations and providing Foam Induction Type Foam Pourer System for product storage tanks (Dia. above 18.0 mtr ). The job includes supplying all items including supply of 2KL above ground foam storage tanks made of SS-304(01 no. SS foam tank for each product storage tank), foam tanks of the adjacent storage tanks interconnected with each other and placed in common foam shed outside MS tanks dyke area, providing its support structure, all necessary platforms, foundation, supply of stainless steel(SS-304/SS-316) pipes of required size from foam tank to foam inductor , providing foam inductors, MS foam ring mains around the tank, MS riser pipes, foam pourers in adequate numbers as per OISD -117, latest edition and fabrication, erection & testing of the system including supply of all necessary pipe fittings, ball valves, strainer, flanges etc., as per the contract specifications & detailed drawings. Job also includes supplying and laying MS pipes of required size from the foam induction manifold to the bottom of the tanks for connecting it with the foam ring mains at min 2 places including providing pipe supports at all the necessary places, wherever required. Hydrostatic testing of piping ,cleaning and painting the MS pipe with specified painting system and painting the support structurals inline with tank Shell painting system and completing the work meeting with the drawings, specifications, applicable codes in all respects inclusive of supply of all materials, tools and tackles, labour, manpower & consumables etc., in accordance with the contract specifications and as per the instructions of Engineer - In- Charge/ Site Engineer. Note:- The scope shall also include blast cleaning of internal surface of MS pipes conforming to SSPC SP-10, followed by application of High Build Solvent Free Liquid Epoxy with total thickness(DFT) of 700-1000 Microns including all inputs such as materials, labour, consumables etc. (Note: Supply of AFFF compound for satifactory performnace testing and initial fill of the foam tanks is in the scope under this SOR item. 3 % concentrate foam solution has been considered). " | Item 10.100 | ||
| 12 | 12 | Nominal Capacity:5000 Kl , 24m Dia x 12m | Item 10.110 | 1 | EA |
| 13 | 13 | M&I of PL-05 : Decommissioing of tank and carrying out maintenance and inspection of tank as per API 650 / API 653 and commissioing of Tank. | Item 10.120 | ||
| 14 | 14 | Dismantling of the corroded portion of the bottom plate by gouging to remove at welded portion and by gas cutting only, to cut the plates where gouging is not required. Transportation of the same to owners storage site within the station premises, stacking of the materials, taking delivery and transportation of 8 mm/5 mm plates from owners supply points to the work site, fabrication, erection, straghtening of new plates by jacking or other means, welding of new plates in place of corroded portion of the bottom plate which are removed earlier. Testing of lap weld joints with soap solution under 3 PSI with vaccum, for leak proofness including supply of all equipments, materials (except owner supplied plates with any thickness) consumables, labour etc. required for execution of the work, complete in all respects as per the instructions of the E-I-C / Site Engineer. A min light intensity of 100 foot candles (1076 lux) is to be maintained at the areas where fabrication, welding, surface preparation and painting work is being carried out. The payment shall be made on the basis of actual quantity of plates erected for bottom repair/ replacement. Flameproof & sparkless lighting with white light shall be done inside the tank during the period of work. | Item 10.130 | 15 | TO |
| 15 | 15 | Strengthening of tank bottom plate lap joints, annular plate,sketch plates,shell to bottom plate joint,primary wind girder,secondary wind girder joints by depositing additional weld bead (one run with 4.0 mm AWS7018) wherever required to restore the joints to the required fillet size of 8 mm including supply of all labour, equipments , consumables, etc.., required to complete the job in all respects as per the instructions of Site engineer/E-I-C. A min light intensity of 100 foot candles (1076 lux) is to be maintained at the areas where fabrication, welding, surface preparation and painting work is being carried out. Flameproof & sparkless lighting with white light shall be done inside the tank during the period of work. | Item 10.140 | 200 | M |
| 16 | 16 | Bituminous carpet Rectification and replacement of crude oil soaked sand under Tank Bottom Plates and tankpad, including removal of damaged bitumon padding, supply of bitumen & gravels as per requirement, mixing these components by heating including supply of all tools & tackles, spreading the bitumen mixtures over the bottom & compacting it to achive the desired strength for an average thickness of 50mm & disposal of debris of damaged bitumen padding to the place designated by E-I-C. A min light intensity of 100 foot candles (1076 lux) is to be maintained at the areas where fabrication, welding, surface preparation and painting work is being carried out. Flameproof & sparkless lighting with white light shall be done inside the tank during the period of work. | Item 10.150 | 250 | M2 |
| 17 | 17 | MS structural steel supplying,fabricating & ercting by dismantling of existing platform,structure,deflector plates, including valve operating platform and corroded portion and transportation of removed structure to owners stock yard and supply and fabrication of mild steel structure, chequered plate, gratings, angle, chanels,3 mm deflector plates,weather protector sheet,rod,MS high tension nut bolts of unbrako make,stud ,washer,clamps etc of reputed make, fabrication of same for d eflector plates,new platform including for new ROSOV,foam dam support ,inter connection pipe support, inside pontoon box,trusses,rafters etc, welding, supply of labour, equipment, consumable, tools and tackles etc complete the job as per direction of site engineer/EIC. | Item 10.160 | 2 | TO |
| 18 | 18 | Replacement of Annular plate (14 mm) by lifting the shell along with structural and testing of lap /butt welds by soap solutions under 3 PSI vacuum for leak proofness, DP test of shell at the joining with annular plate on both sides before welding , DP test of root & capping of radial butt weld joints in presence of site engineer, Oil-Chalk Test, including supply of labour,equipments etc. etc to complete the work as per instruction of site engineer/EIC. A min light intensity of 100 foot candles (1076 lux) is to be maintained at the areas where fabrication, welding, surface preparation and painting work is being carried out. Flameproof & sparkless lighting with white light shall be done inside the tank during the period of work. | Item 10.170 | 20 | M2 |
| 19 | 19 | Taking delivery of owner supplied 8/10/12 mm plates, rolling, fabrication of water draw off sump ( 1.5 mts dia and 0.95 mts height), carrying out oil chalk test, dismantling of existing sump, fixing of new sump, compaction ramming of foundation including supply of equipements, consumables, labour, tools and tackles for completing the job in all respect as per direction of site enginneer.A min light intensity of 100 foot candles (1076 lux) is to be maintained at the areas where fabrication, welding, surface preparation and painting work is being carried out. Flameproof & sparkless lighting with white light shall be done inside the tank during the period of work. | Item 10.180 | 1 | EA |
| 20 | 20 | Complete renovation of the earth pits inclusive of excavation of pits, supply of all type of material like requisite copper strip/Gi Strip, GI pipe, Charcoal, salt, fastening bolts, pipe caps, covers and civil works as per attached drawing. Connecting of all individual earth pits to other pits and with the tank including supply of Cu strip. Providing earth resistance values for new pits, connecting them to tank and checking and correcting the earthing bolts on tank shell. | Item 10.190 | 4 | EA |
| 21 | 21 | Surface preparation by copper slag blast ( all surface except bottom plate and shell up to 1.5 m height) | Item 10.200 | 2000 | M2 |
| 22 | 22 | Surface preparation by copper slag blast (bottom plate soil side and top side for scanning) | Item 10.210 | 1000 | M2 |
| 23 | 23 | One coat of inorganic zinc silicate primer (60% volume solid) to a dry film thickness of minimum 65 Microns by spray application, one coat of Epoxy MIO (80% solid by volume) with minimum 100 microns DFT by spray application, followed by two coats of isocyanate acrylic aliphatic PU coat (50% solid by vol.) with each coat minimum 50 microns DFT by spray application including supply and application of paints, stripe coat on all weld joints / projections, supply of all equipments, tools & tackels, labour, etc as per specifications of manufacturer and directions / instruction of the EIC. | Item 10.220 | 2000 | M2 |
| 24 | 24 | One coat of high build, self priming, rust encapsulating Polyamidoamine cured epoxy mastic coating (80% solid by volume) with minimum 100 microns DFT by spray application, followed by one coat of Epoxy MIO(80% minimum solid by volume) with minimum 100 microns DFT by spray application, and then by two coats of isocyanate acrylic aliphatic PU coat (50% solid by volume) with each coat minimum 50microns DFT by spray application including supply and application of paints, stripe coat on all weld joints projection supply of all equipments, tools & tackles, labour etc. as per specifications of manufacturer and directions / instructions of EIC. | Item 10.230 | 200 | M2 |
| 25 | 25 | Surface preparation with copper slag blasting to Sa 2 1/2 in Tank Bottom surface including water draw off piping, sumps, roof supporting legs, internal surface of shell upto 1.5M from the tank bottom, supply and application of one coat of high build epoxy zinc phosphate primer to a DFT of minimum 75microns followed by two coats of high build solvent free epoxy phenolic paint to a DFT of minimum 200microns per coat (white and light grey shades for the 1st and 2nd coats respectively) or single coat of 400 microns by Airless spray, by brush for stripe coat, carrying out MIBK test, holiday test to detect any pinholes ,salt spray test in every 1000SQM etc. The total DFT shall be minimum 475 microns, inclusive of labour, tools & tackles to complete the work in all respects as per specification and instrucutions of the site engineer / EIC. Min 20% paint wastage will be considered in all paint irrespective of DFT as per paint data sheet. A min light intensity of 100 foot candles (1076 lux) is to be maintained at the areas where fabrication, welding, surface preparation and painting work is being carried out. Flameproof & sparkless lighting with white light shall be done inside the tank during the period of work. | Item 10.240 | 600 | M2 |
| 26 | 26 | Soil side painting of bottom & annular plates - Surface preparation & Painting:- Sweep blasting conforming to SA2.0 followed by supply & application of 1 coat of epoxy zinc phosphate primer 25 to 30 microns and two coats of coal tar epoxy 100 microns each. The areas shall include soil side of bottom and annular plates. Scope also includes supply of paints, all consumables, tools, tackles, equipments, manpower, non-consumables etc. to complete the work in all respects as per directions of EIC/ Site Engineer. | Item 10.250 | 500 | M2 |
| 27 | 27 | Reflective 3D radium sticker supply and printing(background sticker and lettering) and application in tank including pasting and fixing with supply of all labours,tools tackles,scaffolding pipes working at any height etc for tank number ,capacity, service ,shell nozzles, numbering of foam pourer, spray nozzle designation , earthing nos., owner's name (Indian Oil ) with monogram painted on four sides (90 degrees apart) of tank,pontoon boxes,leg supports,MOV,Inlet,outlet,roof drain pipes,water draw off pipes etc as per instruction of EIC | Item 10.260 | 200 | FT2 |
| 28 | 28 | Boxing up of the tank including supply and fitment of SWMG gaskets(as per API 601) between all flange connections, tightening as per direction of site engineer/EIC.Fitment of nuts/studs/bolts of all roof and shell manholes, clean out doors, Roof drain, water drain, product drain, Inlet / Outlet nozzles, all body & manifold valves ,sprinkler line,foamline valves, roof drain, water drain, product drain valves etc as per instruction of EIC shall be in contarctors scope. | Item 10.270 | 1 | LS |
| 29 | 29 | Restoration of Dyke inclusive of brick work 1:4 and 50mm plastering in the ratio of 1:4 / PCC / RCC as applicable as per instruction of EIC | Item 10.280 | 2 | LS |
| 30 | 30 | Comosite Works - Civil Non ITC | Item 00020 | ||
| 31 | 31 | Earth work in surface excavation not exc | Item 20.10 | 5 | SQM |
| 32 | 32 | 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 up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge.,,,, | Item 20.20 | 1065 | CUM |
| 33 | 33 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m : ,,,, | Item 20.30 | 1020 | CUM |
| 34 | 34 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.,,,, | Item 20.40 | 2065 | CUM |
| 35 | 35 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials.,,,, All kinds of soil,, | Item 20.50 | 300 | CUM |
| 36 | 36 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.,,,, | Item 20.60 | 10495 | CUM |
| 37 | 37 | Supplying chemical emulsion in sealed containers including delivery as specified.,,,, Chlorpyriphos/ Lindane emulsifiable concentrate of 20%,, | Item 20.70 | 270 | L |
| 38 | 38 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:,, With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Item 20.80 | 340 | M |
| 39 | 39 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 20.90 | 265 | M |
| 40 | 40 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole :,, With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 20.100 | 340 | M |
| 41 | 41 | Supply and stacking of Fly ash conforming to IRC-58 at site, including carriage, loading, unloading & stacking up to any lead (measured stacks will be reduced by 20% for payment).,,,, | Item 20.110 | 4000 | CUM |
| 42 | 42 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of the Engineer-in-Charge.,,,, | Item 20.120 | 4000 | CUM |
| 43 | 43 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by site Engineer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.,,,, | Item 20.130 | 20 | CUM |
| 44 | 44 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.,,,, | Item 20.140 | 5010 | CUM |
| 45 | 45 | 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 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size),, | Item 20.150 | 5 | CUM |
| 46 | 46 | 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) : 6 graded stone aggregate 40 mm nominal size),, | Item 20.160 | 175 | CUM |
| 47 | 47 | 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) : 8 graded stone aggregate 40 mm nominal size),, | Item 20.170 | 125 | CUM |
| 48 | 48 | Centering and shuttering including strutting, propping etc. and removal of form work for :,,,, Foundations, footings, bases for columns,, | Item 20.180 | 150 | SQM |
| 49 | 49 | Providing and laying 40 mm thick CC 1:2:4 Damp Proof Course with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone chips 6 mm down size) laid to proper level & line including providing shuttering, applying two coats of bitumen applied @ 1.50 Kg/sqm and spreading an even layer of coarse sand over hot bitumen, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 20.190 | 805 | SQM |
| 50 | 50 | Providing plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm nominal size well rammed, consolidated and grouted with fine sand including finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 20.200 | 165 | SQM |
| 51 | 51 | 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 (Zone-III): 3 graded stone aggregate 20 mm nominal size),, | Item 20.210 | 695 | CUM |
| 52 | 52 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :,,,, 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size),, | Item 20.220 | 120 | CUM |
| 53 | 53 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size),, ,, | Item 20.230 | 315 | CUM |
| 54 | 54 | Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size),, ,, | Item 20.240 | 5 | CUM |
| 55 | 55 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, Foundations, footings, bases of columns, etc. for mass concrete,, | Item 20.250 | 665 | SQM |
| 56 | 56 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, Suspended floors, roofs, landings, balconies and access platform,, | Item 20.260 | 1165 | SQM |
| 57 | 57 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, Lintels, beams, plinth beams, girders, bressumers and cantilevers,, | Item 20.270 | 1495 | SQM |
| 58 | 58 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, Columns, Pillars, Piers, Abutments, Posts and Struts,, | Item 20.280 | 1155 | SQM |
| 59 | 59 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, Stairs, (excluding landings) except spiral-staircases,, | Item 20.290 | 15 | SQM |
| 60 | 60 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, Weather shade, Chajjas, corbels, etc. including edges.,, | Item 20.300 | 185 | SQM |
| 61 | 61 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size),,,, | Item 20.310 | 40 | CUM |
| 62 | 62 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ,,,, Thermo-Mechanically Treated bars of grade Fe-500D or more,, | Item 20.320 | 228225 | KG |
| 63 | 63 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.,,,, Thermo-Mechanically Treated bars of grade Fe-500 D or more,, | Item 20.330 | 64805 | KG |
| 64 | 64 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :,,,, Cement mortar 1:6 (1 cement : 6 coarse sand),, | Item 20.340 | 235 | CUM |
| 65 | 65 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :,,,, Cement mortar 1:6 (1 cement : 6 coarse sand),, | Item 20.350 | 475 | CUM |
| 66 | 66 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :,,,, Cement mortar 1:3 (1 cement :3 coarse sand),, | Item 20.360 | 35 | SQM |
| 67 | 67 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. :,,,, Granite of any colour and shade :,, Area of slab up to 0.50 sqm | Item 20.370 | 60 | SQM |
| 68 | 68 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. :,,,, Granite of any colour and shade : Area of slab over 0.50 sqm | Item 20.380 | 10 | SQM |
| 69 | 69 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters :,,,, 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws,, | Item 20.390 | 5 | SQM |
| 70 | 70 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:,,,, 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws,, | Item 20.400 | 10 | SQM |
| 71 | 71 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. :,,,, 125 mm,, | Item 20.410 | 35 | EA |
| 72 | 72 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.,,,, | Item 20.420 | 5 | SQM |
| 73 | 73 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work).,,,, | Item 20.430 | 10 | TO |
| 74 | 74 | Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iron frame by welding, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. (Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid separately).,,,, | Item 20.440 | 20 | SQM |
| 75 | 75 | Supplying & fixing welded wire mesh door made from steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iron frame by welding, fixing of holdfast, hinges, door handles, tower bolts, aldrops (2 Nos.), painting with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer, excluding frame etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Note: Angle iron frame shall be paid separately).,,,, | Item 20.450 | 20 | SQM |
| 76 | 76 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.,,,, | Item 20.460 | 40 | SQM |
| 77 | 77 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. ,,,, 40 mm thick with 20 mm nominal size stone aggregate,, | Item 20.470 | 150 | SQM |
| 78 | 78 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS:4457, complete as per the direction of Engineer-in-Charge.,,,, In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) Acid and alkali resistant tile ,, | Item 20.480 | 15 | SQM |
| 79 | 79 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS:4457, complete as per the direction of Engineer-in-Charge.,,,, In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand),, Acid and alkali resistant tile | Item 20.490 | 25 | SQM |
| 80 | 80 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :,,,, 25 mm thick,, | Item 20.500 | 235 | SQM |
| 81 | 81 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. ,,,, | Item 20.510 | 95 | SQM |
| 82 | 82 | Extra for pre finished nosing in treads of steps of Kota Stone/ Sand Stone slab.,,,, | Item 20.520 | 155 | M |
| 83 | 83 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete.,,,, | Item 20.530 | 70 | SQM |
| 84 | 84 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and matching pigment, etc. complete.,,,, | Item 20.540 | 25 | SQM |
| 85 | 85 | Providing and fixing first quality ceramic glazed floor tiles conforming to IS:15622 (thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing in white cement mixed with pigment of matching shade complete. ,,,, | Item 20.550 | 5 | SQM |
| 86 | 86 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete.,,,, Size of Tile 600x600 mm,, | Item 20.560 | 205 | SQM |
| 87 | 87 | Providing and fixing glazed screen printed border tile 75 mm wide having thickness 5 mm, of approved quality & make, in all shades, design and prints, in dado, over 12 mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing with white cement mixed with pigment of matching shade, all complete as approved by the Engineer-in-Charge.,,,, | Item 20.570 | 110 | M |
| 88 | 88 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 20.580 | 710 | SQM |
| 89 | 89 | Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber based adhesives including rolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgrade, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) as directed by the Engineer-in-Charge.,,,, | Item 20.590 | 60 | SQM |
| 90 | 90 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner, under layer of 37 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 15 mm thick metallic concrete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge.,,,, | Item 20.600 | 50 | SQM |
| 91 | 91 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :,,,, In 75x75 mm deep chase,, | Item 20.610 | 155 | M |
| 92 | 92 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.,,,, | Item 20.620 | 25 | EA |
| 93 | 93 | Providing and fixing on wall face Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes :,,,, 110 mm diameter,, | Item 20.630 | 240 | M |
| 94 | 94 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :,,,, Coupler :,, 110 mm | Item 20.640 | 25 | EA |
| 95 | 95 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :,,,, Single Push-fit Coupler :,, 110 mm | Item 20.650 | 25 | EA |
| 96 | 96 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :,,,, Single Tee with door :,, 110x110x110 mm | Item 20.660 | 25 | EA |
| 97 | 97 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :,,,, Bend 87.5 Degrees :,, 110 mm Bend | Item 20.670 | 50 | EA |
| 98 | 98 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :,,,, Shoe (Plain) :,, 110 mm Shoe | Item 20.680 | 25 | EA |
| 99 | 99 | Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction Coefficient) of 0.50 (minimum) as per IS 8225:1987, Light Reflectance of 85% (minimum). Non-combustible as per BS:476 (Part-4), Fire performance as per BS:476 (Part 6 &7), Humidity Resistance of 100%, Thermal Conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33 mm thick (galvanized @ 120 grams per sqm including both sides) comprising of main-T runners of size 24x38 mm of length 3000 mm, cross-T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600 mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x25x2 mm. Galvanised iron perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450 mm center to center and 40 mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. ,, With 15 mm thick tegular edged light weight calcium silicate false ceiling tiles.,, ,, | Item 20.690 | 15 | SQM |
| 100 | 100 | Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow 'V' groove, clipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a distance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complete as per manufacturer's recommendation and directions of the Engineer-in-Charge. (Note: Measurement shall be made wall to wall without any deduction for openings, for payment purpose).,,,, | Item 20.700 | 350 | SQM |
| 101 | 101 | 15 mm cement plaster on the rough side of single or half brick wall of mix :,,,, 1:4 (1 cement : 4 fine sand),, | Item 20.710 | 90 | SQM |
| 102 | 102 | 15 mm cement plaster on the rough side of single or half brick wall of mix :,,,, 1:6 (1 cement : 6 fine sand),, | Item 20.720 | 1115 | SQM |
| 103 | 103 | 15 mm cement plaster on rough side of single or half brick wall of mix : ,,,, 1:4 (1 cement : 4 coarse sand),, | Item 20.730 | 625 | SQM |
| 104 | 104 | 15 mm cement plaster on rough side of single or half brick wall of mix : ,,,, 1:6 (1 cement : 6 coarse sand),, | Item 20.740 | 1160 | SQM |
| 105 | 105 | 6 mm cement plaster of mix :,,,, 1:3 (1 cement : 3 fine sand),, | Item 20.750 | 3480 | SQM |
| 106 | 106 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.,,,, | Item 20.760 | 325 | SQM |
| 107 | 107 | Neat cement punning.,,,, | Item 20.770 | 160 | SQM |
| 108 | 108 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :,,,, Water thinnable cement primer,, | Item 20.780 | 4975 | SQM |
| 109 | 109 | Finishing walls with textured exterior paint of required shade :,,,, New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm,, | Item 20.790 | 2245 | SQM |
| 110 | 110 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete :,,,, On steel work,, | Item 20.800 | 5 | SQM |
| 111 | 111 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :,,,, Two or more coats on new work,, | Item 20.810 | 4770 | SQM |
| 112 | 112 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.,,,, | Item 20.820 | 3895 | SQM |
| 113 | 113 | Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.,,,, Two coats,, | Item 20.830 | 15 | SQM |
| 114 | 114 | Providing grooves of uniform size 12x12 mm and up to 15x15 mm in plaster as per approved pattern using wooden battens, nail to the under layer including removal of wooden battens repair to the edges of panels and finishing the groove complete as per directions of the Engineer-in-Charge.,,,, | Item 20.840 | 600 | M |
| 115 | 115 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge.,,,, | Item 20.850 | 3520 | SQM |
| 116 | 116 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.,,,, | Item 20.860 | 90 | SQM |
| 117 | 117 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.,,,, | Item 20.870 | 95 | SQM |
| 118 | 118 | Finishing walls with textured exterior paint of required shade :,,,, Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm.,, | Item 20.880 | 250 | SQM |
| 119 | 119 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.],,,, Nominal concrete 1:3:6 or richer mix (including equivalent design mix),, | Item 20.890 | 10 | CUM |
| 120 | 120 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.],,,, Nominal concrete 1:4:8 or leaner mix (including equivalent design mix),, | Item 20.900 | 10 | CUM |
| 121 | 121 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.],,,, | Item 20.910 | 10 | CUM |
| 122 | 122 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engineer-in-Charge. [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work.],,,, | Item 20.920 | 25 | SQM |
| 123 | 123 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.],,,, In cement mortar,, | Item 20.930 | 80 | CUM |
| 124 | 124 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :,,,, Of area 3.0 sq. metres and below,, | Item 20.940 | 5 | EA |
| 125 | 125 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :,,,, Of area beyond 3.0 sq. metres,, | Item 20.950 | 5 | EA |
| 126 | 126 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.],,,, | Item 20.960 | 1000 | KG |
| 127 | 127 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.],,,, | Item 20.970 | 2000 | KG |
| 128 | 128 | Demolishing dry brick pitching in floors, drains etc. including stacking serviceable material and disposal of unserviceable material within 50 metres lead :,,,, | Item 20.980 | 30 | CUM |
| 129 | 129 | Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.,,,, | Item 20.990 | 10 | SQM |
| 130 | 130 | Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit completely, taking out the shaft, refilling the excavated gap, stacking the useful materials near the site and disposal of unserviceable materials within 50 metres lead.,,,, | Item 20.1000 | 25 | EA |
| 131 | 131 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.,,,, | Item 20.1010 | 10 | SQM |
| 132 | 132 | Dismantling aluminium/ gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stacking of serviceable material with in 50 meters lead as directed by the Engineer-in-Charge.,,,, | Item 20.1020 | 20 | SQM |
| 133 | 133 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1.0 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.,,,, | Item 20.1030 | 10 | CUM |
| 134 | 134 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of the Engineer-in-Charge.,,,, | Item 20.1040 | 10 | CUM |
| 135 | 135 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for all leads including all lifts involved.,,,, | Item 20.1050 | 20 | CUM |
| 136 | 136 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres.,,,, | Item 20.1060 | 1060 | SQM |
| 137 | 137 | Supplying and stacking at site :,,,, 90 mm to 45 mm size stone aggregate,, | Item 20.1070 | 200 | CUM |
| 138 | 138 | Supplying and stacking at site :,,,, 53 mm to 22.4 mm size stone aggregate,, | Item 20.1080 | 150 | CUM |
| 139 | 139 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.,,,, | Item 20.1090 | 100 | CUM |
| 140 | 140 | Laying water bound macadam sub-base with brick aggregate and binding material, earth etc. including screening, sorting and spreading to template and consolidation with light power road-roller etc. complete. (payment for brick aggregate and moorum etc. to be made separately).,,,, Over burnt (Jhama) brick aggregate 90 mm to 45 mm,, | Item 20.1100 | 215 | CUM |
| 141 | 141 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :,,,, For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm with paving asphalt grade VG-10 @ 50 kg/10 sqm.,, | Item 20.1110 | 1000 | SQM |
| 142 | 142 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. (Note: This item to be operated only with the prior approval of the Engineer-in-Charge.),,,, | Item 20.1120 | 1000 | SQM |
| 143 | 143 | Painting runway/ taxi track/ apron marking with adequate nos. of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-Charge, including cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.,,,, New work (Two or more coats),, | Item 20.1130 | 15 | SQM |
| 144 | 144 | Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS:164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete.,,,, New work (Two or more coats),, | Item 20.1140 | 25 | SQM |
| 145 | 145 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.],,,, | Item 20.1150 | 340 | CUM |
| 146 | 146 | Supplying & laying of bi-axial extruded high modulus polypropylene geogrid coforming to MORTH SPECIFICATION for base/ sub-base reinforcement having minimum tensile strength 30 kN/m in the longitudinal and transverse direction, with 10.5 kN/m and 21 kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38 mm x 38 mm mesh opening.,,,, | Item 20.1160 | 1060 | SQM |
| 147 | 147 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE for reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg/metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, scales, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fasteners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and direction of the Eng ineer-in-Charge.,,,, | Item 20.1170 | 25 | M |
| 148 | 148 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :,,,, W.C. pan with ISI marked white solid plastic seat and lid.,, | Item 20.1180 | 5 | EA |
| 149 | 149 | Providing and fixing white vitreous china pedestal type water closet (European type) (Ref. Make: HINDWARE, Model: Cat No.-20058 or equivalent approved) with seat and lid, 10 litre low level white vitreous china dual flushing cistern (Ref. Make: HINDWARE, Model: Cat No.-21028 or equivalent approved) & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :,,,, W.C. pan with ISI marked white solid plastic seat and lid,, | Item 20.1190 | 5 | EA |
| 150 | 150 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :,,,, One urinal basin with 5 litre white P.V.C. automatic flushing cistern,, | Item 20.1200 | 5 | EA |
| 151 | 151 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :,,,, White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap,, | Item 20.1210 | 5 | EA |
| 152 | 152 | Providing and fixing Stainless Steel A ISI 304(18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :,,,, 510x1040 mm bowl depth 200 mm | Item 20.1220 | 5 | EA |
| 153 | 153 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete :,,,, Semi Rigid Pipe :,, 32 mm diameter | Item 20.1230 | 5 | EA |
| 154 | 154 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete :,,,, Flexible Pipe :,, 32 mm diameter | Item 20.1240 | 10 | EA |
| 155 | 155 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.,,,, | Item 20.1250 | 10 | EA |
| 156 | 156 | Providing and fixing toilet paper holder :,,,, C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent).,, | Item 20.1260 | 5 | EA |
| 157 | 157 | Re-painting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff, etc. :,,,, 75 mm diameter pipe,, | Item 20.1270 | 6 | M |
| 158 | 158 | Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS-15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-in-Charge.,, ,, 2025 (25 mm OD) pipe,, | Item 20.1280 | 10 | M |
| 159 | 159 | Providing and fixing Polyethelene-Aluminium-Polyethelene (PE-AL-PE) Composite Pressure Pipes conforming to IS-15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers & connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints complete as per direction of the Engineer-in-Charge.,, ,, 2532 (32 mm OD) pipe,, | Item 20.1290 | 10 | M |
| 160 | 160 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-In-Charge.,,,, 15 mm nominal outer dia pipes,, | Item 20.1300 | 10 | M |
| 161 | 161 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-In-Charge.,,,, 20 mm nominal outer dia pipes,, | Item 20.1310 | 10 | M |
| 162 | 162 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of the Engineer-In-Charge.,,,, 15 mm nominal outer dia pipes,, | Item 20.1320 | 15 | M |
| 163 | 163 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of the Engineer-In-Charge.,,,, 20 mm nominal outer dia pipes,, | Item 20.1330 | 15 | M |
| 164 | 164 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of the Engineer-In-Charge.,,,, 25 mm nominal outer dia pipes,, | Item 20.1340 | 5 | M |
| 165 | 165 | Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).,,,, | Item 20.1350 | 5 | EA |
| 166 | 166 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :,,,, 25 mm nominal bore,, | Item 20.1360 | 5 | EA |
| 167 | 167 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :,,,, 32 mm nominal bore,, | Item 20.1370 | 5 | EA |
| 168 | 168 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.,,,, Circular Tank,, | Item 20.1380 | 2000 | L |
| 169 | 169 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.,,,, 15 mm nominal bore,, | Item 20.1390 | 5 | EA |
| 170 | 170 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. :,,,, Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent),, | Item 20.1400 | 10 | EA |
| 171 | 171 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.,,,, Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent),, | Item 20.1410 | 5 | EA |
| 172 | 172 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equivalent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.,,,, | Item 20.1420 | 10 | EA |
| 173 | 173 | Providing & fixing Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube 8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent).,,,, | Item 20.1430 | 5 | EA |
| 174 | 174 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. :,, ,, Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws, etc.,, | Item 20.1440 | 5 | EA |
| 175 | 175 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. :,, ,, C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent).,, | Item 20.1450 | 5 | EA |
| 176 | 176 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :,,,, 150 mm diameter,, | Item 20.1460 | 50 | M |
| 177 | 177 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :,,,, 200 mm diameter,, | Item 20.1470 | 50 | M |
| 178 | 178 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :,,,, 250 mm diameter,, | Item 20.1480 | 50 | M |
| 179 | 179 | Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :,,,, With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 20.1490 | 5 | EA |
| 180 | 180 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :,,,, 250 mm dia. R.C.C. pipe,, | Item 20.1500 | 10 | M |
| 181 | 181 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :,,,, 300 mm dia. R.C.C. pipe,, | Item 20.1510 | 10 | M |
| 182 | 182 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone-III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :,,,, Inside dimensions 455x610 mm and 45 cm deep for single pipeline :,, With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 20.1520 | 5 | EA |
| 183 | 183 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. :,,,, With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5,, | Item 20.1530 | 5 | EA |
| 184 | 184 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. :,,,, 450 mm dia RCC pipes,, | Item 20.1540 | 15 | M |
| 185 | 185 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. :,,,, 600 mm dia RCC pipes,, | Item 20.1550 | 15 | M |
| 186 | 186 | Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge.,,,, | Item 20.1560 | 5 | EA |
| 187 | 187 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.,,,, | Item 20.1570 | 5 | EA |
| 188 | 188 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and directions of the Engineer-in-Charge.,,,, | Item 20.1580 | 5 | EA |
| 189 | 189 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc., as per specifications of the Engineer-in-Charge.,,,, | Item 20.1590 | 95 | M |
| 190 | 190 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge.,,,, 1000mm x 1000mm x depth up to 1200mm inner dimensions.,, | Item 20.1600 | 5 | EA |
| 191 | 191 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge.,, 750mm x 750mm x depth up to 1000mm inner dimensions,, ,, | Item 20.1610 | 5 | EA |
| 192 | 192 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive of all labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge.,,,, 600mm x 600mm x depth up to 750mm inner dimensions,, | Item 20.1620 | 5 | EA |
| 193 | 193 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [Notes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machine shall not be used] :,,,, 450 mm diameter piles,, | Item 20.1630 | 2970 | M |
| 194 | 194 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] :,,,, Single pile above 50 tonne and up to 100 tonne Safe Capacity :,, Initial Test (Test Load 2.5 times the Safe Capacity) | Item 20.1640 | 5 | EA |
| 195 | 195 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] :,,,, Single pile above 50 tonne and up to 100 tonne Safe Capacity :,, Routine Test (Test Load 1.5 times the Safe Capacity) | Item 20.1650 | 5 | EA |
| 196 | 196 | Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile :,,,, Up to 50 tonne capacity pile,, | Item 20.1660 | 5 | EA |
| 197 | 197 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) :,,,, For fixed portion :,, Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) | Item 20.1670 | 1245 | KG |
| 198 | 198 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) :,,,, For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. (Fittings shall be paid for separately) :,, Polyester powder coated aluminium (Minimum thickness of polyester powder coating 50 micron) | Item 20.1680 | 1545 | KG |
| 199 | 199 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-In-Charge. (Cost of aluminium snap beading shall be paid in basic item) :,,,, With float glass panes of 5.50 mm thickness,, | Item 20.1690 | 120 | SQM |
| 200 | 200 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-In-Charge. :,,,, With brass cover plate minimum 1.25 mm thickness,, | Item 20.1700 | 20 | EA |
| 201 | 201 | Providing and fixing 100 mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.,,,, | Item 20.1710 | 20 | EA |
| 202 | 202 | Providing and fixing anodised aluminium (Anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of Grade AC-15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS:733 and IS:1285, fixed with dash fastener of required diameter and size. (Dash fasteners to be paid for separately).,,,, | Item 20.1720 | 325 | KG |
| 203 | 203 | Supplying and fixing of double glass panelling work (5.5 mm thick glass of best Indian make) made of powder coated (70 microns) Ivory/ White/ Coloured (approved shade) box type Standard Aluminium frame (JINDAL/ HINDALCO/ AJIT INDIA) having horizontal and vertical members of 63.50mm x 38.10mm x 3.18mm thick rectangular section all as per drawing, providing 5.5 mm thick glazing fixed with aluminium snap beading, fillet, glazing clips, anodised transparent or dyed to required shade according to IS:1868, rubber sheet, complete in all respect including cost of all labour, materials, fixing accessories, carriage etc. as per drawings, specifications and direction of the Engineer-in-Charge.,,,, | Item 20.1730 | 40 | SQM |
| 204 | 204 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per instructions of the Engineer-in-Charge.,,,, | Item 20.1740 | 890 | SQM |
| 205 | 205 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d) Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane :,,,, 3 mm thick,, | Item 20.1750 | 85 | SQM |
| 206 | 206 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 20.1760 | 590 | KG |
| 207 | 207 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.),,,, | Item 20.1770 | 5 | KG |
| 208 | 208 | Supplying and laying of 75 mm thick Anticorrosive bituminous carpet under steel storage tanks (i.e. over compacted moorum) with screened dry coarse sand mixed with bitumen, dressing to the required slopes to form hard mass of specified compacted thickness using rollers/ rammers all complete as per specifications and directions of the Site Engineer/ Engineer-in-Charge.,,,, | Item 20.1780 | 5 | SQM |
| 209 | 209 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mortar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Site Engineer/ Engineer-in-Charge.,,,, 300 mm x 450 mm trapezoidal section and depth 300 mm circumferential drain.,, | Item 20.1790 | 5 | M |
| 210 | 210 | Supplying & fixing 300 mm diameter Rising Stem type C.I. sluice gate valves (as per IS:14846) having minimum extended stem of 1.5 m with limit switches to get open and close indication of valves in Control Room including constructing necessary brick masonry chamber for valves in CM 1:4 (1 cement : 4 coarse sand) with necessary excavation and back filling, 200 mm thick foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) inside and top surface plastering (15 mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement, top RCC slab 110 mm thick 1:2:4 and necessary reinforcement with 560 mm diameter C.I. cover and frame (heavy duty) etc. complete as per drawing and directions of the Site Engineer/ Engineer-in-Charge inclusive of cost of all labour material & equipment etc. complete.,,,, | Item 20.1800 | 5 | EA |
| 211 | 211 | Supplying & fixing C.I. Gate Valve including constructing necessary brick masonry chamber for valves in CM 1:4 (1 cement : 4 coarse sand) with necessary excavation and back filling, 200 mm thick foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) inside and top surface plastering (15 mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement, top RCC slab 110 mm thick 1:2:4 and necessary reinforcement with 560 mm dia CI cover and frame (light duty) etc. complete as per drawing and directions of the Site Engineer/ Engineer-in-Charge inclusive of cost of all labour material & equipment etc. complete.,,,, 300 mm diameter,, | Item 20.1810 | 5 | EA |
| 212 | 212 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm size (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge.,,,, | Item 20.1820 | 60 | M |
| 213 | 213 | Comosite Works - Civil ITC | Item 00030 | ||
| 214 | 214 | Earth work in surface excavation not exc | Item 30.10 | 9395 | SQM |
| 215 | 215 | 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 up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge.,,,, | Item 30.20 | 5120 | CUM |
| 216 | 216 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m : ,,,, | Item 30.30 | 35 | CUM |
| 217 | 217 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials.,,,, All kinds of soil,, | Item 30.40 | 2445 | CUM |
| 218 | 218 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.,,,, | Item 30.50 | 815 | CUM |
| 219 | 219 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer.,,,, | Item 30.60 | 3240 | CUM |
| 220 | 220 | 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 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size),, | Item 30.70 | 35 | CUM |
| 221 | 221 | Centering and shuttering including strutting, propping etc. and removal of form work for :,,,, Foundations, footings, bases for columns,, | Item 30.80 | 5 | SQM |
| 222 | 222 | 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 (Zone-III): 3 graded stone aggregate 20 mm nominal size),, | Item 30.90 | 520 | CUM |
| 223 | 223 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :,,,, Foundations, footings, bases of columns, etc. for mass concrete,, | Item 30.100 | 350 | SQM |
| 224 | 224 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ,,,, Thermo-Mechanically Treated bars of grade Fe-500D or more,, | Item 30.110 | 256595 | KG |
| 225 | 225 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-Charge. (Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately).,,,, All works upto plinth level,, | Item 30.120 | 40 | CUM |
| 226 | 226 | 6 mm cement plaster of mix :,,,, 1:3 (1 cement : 3 fine sand),, | Item 30.130 | 10 | SQM |
| 227 | 227 | Finishing walls with water proofing cement paint of required shade :,,,, New work (Two or more coats applied @ 3.84 Kg/10 sqm),, | Item 30.140 | 10 | SQM |
| 228 | 228 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of the Engineer-in-Charge.,,,, | Item 30.150 | 615 | SQM |
| 229 | 229 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of the Engineer-In-Charge.,,,, 25 mm nominal outer dia pipes,, | Item 30.160 | 96 | M |
| 230 | 230 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :,,,, 300 mm dia. R.C.C. pipe,, | Item 30.170 | 245 | M |
| 231 | 231 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [Notes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machine shall not be used] :,,,, 450 mm diameter piles,, | Item 30.180 | 9010 | M |
| 232 | 232 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer.,,,, | Item 30.190 | 390 | KG |
| 233 | 233 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.),,,, | Item 30.200 | 4435 | KG |
| 234 | 234 | Supply and spreading of moorum in slope/ grade over sand fill/ pad, in layers not exceeding 200 mm thickness compacted to minimum 90% of maximum laboratory modified proctor density using using power/ hand roller of capacity 8 to 10 tonne all complete as per specifications and directions of the Site Engineer/ Engineer-in-Charge.,,,, | Item 30.210 | 750 | CUM |
| 235 | 235 | Supplying and laying of 75 mm thick Anticorrosive bituminous carpet under steel storage tanks (i.e. over compacted moorum) with screened dry coarse sand mixed with bitumen, dressing to the required slopes to form hard mass of specified compacted thickness using rollers/ rammers all complete as per specifications and directions of the Site Engineer/ Engineer-in-Charge.,,,, | Item 30.220 | 2625 | SQM |
| 236 | 236 | Supply and fixing M.S. fabricated funnel 450x250 mm size 700 mm long with bottom end connection to suit 250 mm diameter C.I. bend, handling, installation in position and jointing including supply of suitable M.S. collar ad jointing materials to provide on lead joint including all labour, material, equipment etc. complete as per drawing, specifications and directions of the Site Engineer/ Engineer-in-Charge.,,,, | Item 30.230 | 10 | EA |
| 237 | 237 | Supplying & fixing C.I. special as per IS:1537 (Latest Edition) handling and installation in position in the drain bed by providing necessary bedding concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) cementing the special fittings with hume pipe including necessary excavation and refilling and supply of all material including concreting, labour and equipment etc. complete as per specifications drawing and directions of the Site Engineer/ Engineer-in-Charge.,, ,, 250 mm diameter 90 Deg. bend to connect C.I. funnel on one side and 250 mm diameter hume pipe on other side.,, | Item 30.240 | 10 | EA |
| 238 | 238 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mortar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Site Engineer/ Engineer-in-Charge.,,,, 300 mm x 450 mm trapezoidal section and depth 300 mm circumferential drain.,, | Item 30.250 | 230 | M |
| 239 | 239 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mortar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Site Engineer/ Engineer-in-Charge.,,,, 450 mm x 450 mm rectangular section radial drain.,, | Item 30.260 | 120 | M |
| 240 | 240 | Supplying & fixing 300 mm diameter Rising Stem type C.I. sluice gate valves (as per IS:14846) having minimum extended stem of 1.5 m with limit switches to get open and close indication of valves in Control Room including constructing necessary brick masonry chamber for valves in CM 1:4 (1 cement : 4 coarse sand) with necessary excavation and back filling, 200 mm thick foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) inside and top surface plastering (15 mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement, top RCC slab 110 mm thick 1:2:4 and necessary reinforcement with 560 mm diameter C.I. cover and frame (heavy duty) etc. complete as per drawing and directions of the Site Engineer/ Engineer-in-Charge inclusive of cost of all labour material & equipment etc. complete.,,,, | Item 30.270 | 5 | EA |
| 241 | 241 | Supplying & fixing C.I. Gate Valve including constructing necessary brick masonry chamber for valves in CM 1:4 (1 cement : 4 coarse sand) with necessary excavation and back filling, 200 mm thick foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) inside and top surface plastering (15 mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement, top RCC slab 110 mm thick 1:2:4 and necessary reinforcement with 560 mm dia CI cover and frame (light duty) etc. complete as per drawing and directions of the Site Engineer/ Engineer-in-Charge inclusive of cost of all labour material & equipment etc. complete.,,,, 300 mm diameter,, | Item 30.280 | 5 | EA |
| 242 | 242 | Supplying and laying black Low Density Polyethylene (LDPE) sheet, 1000 gauge (250 micrometer) thick, as per IS:2508-1984 in tank pad foundation & tank dyke area paving including anchoring the sheet at the periphery of the tank pad/ dyke, heat-sealing the Joints during laying of the sheet using a 3-sealer iron, checking for bonding in totally complete in all respects as per directions of the Site Engineer/ Engineer-in-Charge inclusive of cost of all labour, material, tools, tackles etc.,,,, | Item 30.290 | 1620 | SQM |
| 243 | 243 | Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansion joints, etc. complete as per directions of the Engineer-in-Charge.,,,, | Item 30.300 | 25 | M |
| 244 | 244 | Comosite Works - Electrical | Item 00040 | ||
| 245 | 245 | Supply, installation & fixing of prefabricated perforated/ladder type GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.10 | 7600 | KG |
| 246 | 246 | Supply, installation & fixing of prefabricated perforated Aluminium cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.20 | 50 | KG |
| 247 | 247 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.30 | 90 | M3 |
| 248 | 248 | Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.40 | 150 | M2 |
| 249 | 249 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.50 | 10 | EA |
| 250 | 250 | LT Cable joint (1.1 KV): Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 40.60 | ||
| 251 | 251 | Power cables LT : OD upto 20 mm | Item 40.70 | 2 | EA |
| 252 | 252 | Power cables LT : OD above 20 mm and upto 40 mm | Item 40.80 | 4 | EA |
| 253 | 253 | "EARTH ELECTRODES Supplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings ,specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects." | Item 40.90 | 1 | EA |
| 254 | 254 | "ACE Chemrod Earthing:Supply, installation, testing and commissioning of ACE (Artificial concept of earthing with chemical rod) Chemrod earthing electrode by digging earthing of 3.0 Meter depth & 150 mm diameter or higher by drilling/or any other method, placing ACE Chemrod Earthing Electrode, consisting Mild steel Galvanized pipe of size 2500 mm x 50 mm outer dia or higher size x 2 mm thick or above, Galvanized MS rod of size 2575 mmx 16 mm or higher size be welded with bottom. The epoxy insulator of not less than 100 mm length is to be filled in residual gap between pipe and rod. Highly conductive substances not less than 50 Kg are to be used for treatment of soil. Model NECO T-19 of Tosha make or equivalents of YK Trader / UniqueAssociates / Shriram make. Item includes the supply and installation of the CI/RCC cover in the earth pit, backfilling etc. and construction of chamber; complete including excavation, backfilling and supply of all materials required for making earth pit as per drawings, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects. " | Item 40.100 | 40 | EA |
| 255 | 255 | "EARTHING PLATE : Supply & Installation of G.I. earthing plate as per drawing no. 9200-99900-404-009-00 outside the buildings. The item also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc. and as per direction of EIC / Site engineer." | Item 40.110 | 10 | EA |
| 256 | 256 | "EARTH STRIP / WIRE / ROPE / CABLE Supply, installing and testing of earthing strip/wire/rope/cable for completely making the earthing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer-in-charge, including the cost of all labour, tools, materials, etc. complete in all respect. " | Item 40.120 | ||
| 257 | 257 | 50 mm X 6 mm G.I. earthing strip | Item 40.130 | 1250 | M |
| 258 | 258 | 40 mm X 5 mm G.I. earthing strip | Item 40.140 | 900 | M |
| 259 | 259 | GI wire (8 SWG) | Item 40.150 | 100 | M |
| 260 | 260 | GI wire / rope 10 mm diameter | Item 40.160 | 100 | M |
| 261 | 261 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of site engineer / Engineer-in-Charge. | Item 40.170 | ||
| 262 | 262 | 50 mm | Item 40.180 | 50 | M |
| 263 | 263 | 100 mm | Item 40.190 | 50 | M |
| 264 | 264 | 150 mm | Item 40.200 | 50 | M |
| 265 | 265 | Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push button control posts etc., as required job complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge. | Item 40.210 | 500 | KG |
| 266 | 266 | FLAME PROOF FITTINGS : Note: All equipment under this category shall be suitable for location in zone-I gas group IIA, IIB & IIC (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure. | Item 40.220 | ||
| 267 | 267 | FLP/WP EXHAUST FANS : Flame proof, weather proof, single phase, 12" exhaust fan, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects | Item 40.230 | 4 | EA |
| 268 | 268 | FLP/WP ROTARY SWITCH : Supply, installation, testing & commissioning of Flame proof weather proof ON/OFF Rotary Switch , IP65, LM6, including including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., complete in all respects | Item 40.240 | 4 | EA |
| 269 | 269 | "SHOCK TREATMENT CHART : Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language)." | Item 40.250 | 2 | EA |
| 270 | 270 | "CAUTION BOARD : Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language." | Item 40.260 | 2 | EA |
| 271 | 271 | "STAINLESS STEEL INSCRIPTION PLATE : Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc." | Item 40.270 | 2 | EA |
| 272 | 272 | "PLASTIC INSCRIPTION PLATE : Supply and installation of approved quality plastic name inscription plates including engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc." | Item 40.280 | 2 | EA |
| 273 | 273 | "Point wiring Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . The circuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor." | Item 40.290 | ||
| 274 | 274 | 1 light point controlled by 1 switch. | Item 40.300 | 30 | EA |
| 275 | 275 | 2 light points controlled by 1 switch | Item 40.310 | 90 | EA |
| 276 | 276 | 3 light points controlled by 1 switch | Item 40.320 | 2 | EA |
| 277 | 277 | 4 light points controlled by 1 switch | Item 40.330 | 2 | EA |
| 278 | 278 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including providing space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. | Item 40.340 | 36 | EA |
| 279 | 279 | "Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. " | Item 40.350 | 20 | EA |
| 280 | 280 | Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings | Item 40.360 | 60 | EA |
| 281 | 281 | "Wiring as in item no. 1 for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st plug point for multiple exhaust fans in one circuit. " | Item 40.370 | 60 | EA |
| 282 | 282 | "Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box " | Item 40.380 | 30 | EA |
| 283 | 283 | "Lighting Distribution Board / AC Distribution Board Supply , installation, testing and commissioning of TPN lighting / AC Distribution board of approved make as per appendix -1, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings " | Item 40.390 | ||
| 284 | 284 | "Type III Distribution Board : Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification " | Item 40.400 | 4 | EA |
| 285 | 285 | Type IV DIstribution Board : Double Door Translucent Euro DB of Havells or approved make as per appendix -1, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification | Item 40.410 | 8 | EA |
| 286 | 286 | Type V Distribution Board : Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1x100 A FP RCCB (100 mA Sensitivity), 9x32 A SPN Motor duty MCB as per specification | Item 40.420 | 5 | EA |
| 287 | 287 | Critical Light DB : Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SPN & 7x2 A SPN MCB | Item 40.430 | 2 | EA |
| 288 | 288 | "Decorative Light fittings Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given in the specifications." | Item 40.440 | ||
| 289 | 289 | LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5000 GR OD or approved equivalent:Supply and fixing of surface mounted weather proof light SP824 P LED 42 W having 2950 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. | Item 40.450 | 50 | EA |
| 290 | 290 | LED light fittings, Recess mounting type, Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make with LEDs: Supply and fixing of recess mounted weather proof light Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make with LEDs, 42 W or more, having 2950 lumens or more output. LED Fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. | Item 40.460 | 120 | EA |
| 291 | 291 | DN170C LED10S-6500 PSU WH:Supply and fixing of surface mounted weather proof light DN170C LED 15 W having 1000 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. | Item 40.470 | 16 | EA |
| 292 | 292 | WT550C LED35SCWPSU S1 PC:Supply and fixing of surface mounted weather proof light WT550C LED35SCWPSU S1 PC LED 42 W having 3500 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. | Item 40.480 | 1 | EA |
| 293 | 293 | BVP 410 LED 172 CW HE NB FG S3 XT: Supply and fixing of BVP410 LED 172 CWHE NB FG S3 XT LED 172 W having 17200 lumens output fitting of phillips or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make. | Item 40.490 | 2 | EA |
| 294 | 294 | """FLAME PROOF, 2X18 W LED TUBE LIGHT, SUITABLE FOR GAS GROUP IIA/IIB/IIC model LT 31240 of FCG/ EXFLO-240 of Baliga or equivalent alongwithdriver supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects """ | Item 40.500 | 8 | EA |
| 295 | 295 | Supply and fixing of mirror light fixture type BN550 W LED 6-6500 withLED lamps of Philips or approved equivalent make with all accessoriesand complete installation. | Item 40.510 | 6 | EA |
| 296 | 296 | Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 5 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof and Weatherproof 2x18W LED well glass light fitting complete with lamp and builtin control gear and choke of approved make(Cat.No.WG/A/1234 of Sudhir Switchgears or equivalent approved make), including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe(radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof junction box(with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings and instructions of EIC / Site engineer. | Item 40.520 | 1 | EA |
| 297 | 297 | "Supply & fixing of Ceiling fan with electronic regulator & other accessories and fittings etc. of or approved make as per appendix -1 with the following sweep size:- 56"" Sweep" | Item 40.530 | 36 | EA |
| 298 | 298 | 12" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect. | Item 40.540 | 20 | EA |
| 299 | 299 | "Exhaust fan Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of approved make as per appendix -1 fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete." | Item 40.550 | ||
| 300 | 300 | 18" Sweep | Item 40.560 | 16 | EA |
| 301 | 301 | 12" Sweep | Item 40.570 | 4 | EA |
| 302 | 302 | "PVC Conduit pipes Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc." | Item 40.580 | ||
| 303 | 303 | 19 mm | Item 40.590 | 1600 | M |
| 304 | 304 | 25 mm | Item 40.600 | 900 | M |
| 305 | 305 | 32 mm | Item 40.610 | 900 | M |
| 306 | 306 | Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S.458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jointing of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete in all respects as per specifications, drawing and the direction of the EIC/Site Engineer. | Item 40.620 | ||
| 307 | 307 | 300 mm dia | Item 40.630 | 50 | M |
| 308 | 308 | 200 mm dia | Item 40.640 | 50 | M |
| 309 | 309 | Supply , fixing and erection of Modular cable transit (MCT) for cable Entry to Building in proper frame including supply of Peelable type, spare block, stay plates, compression wedgs etc. with all accessories as per specification, considering 20 % minimum spare in each module, to be installed as per the instruction of Engineer in Charge/site engineer | Item 40.650 | ||
| 310 | 310 | GALVANISED MILD STEEL frame- with Packing Space of min. 120 x240 mm with multi diameter Blocks and accessories with peeling off arrangement to adjust cable size from 3.5 MM to 99 MM outer dia . | Item 40.660 | 2 | EA |
| 311 | 311 | GALVANISED MILD STEEL frame -with Packing Space of minimum 120x180 mm with multi diameter Blocks and accessories with peeling off arrangement to adjust cable size from 3.5 MM to 99 MM outer dia . | Item 40.670 | 2 | EA |
| 312 | 312 | Comosite Works - Telecom and Instrumenta | Item 00050 | ||
| 313 | 313 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 20 Pair capacity with mounting arrangement as per specifications | Item 50.10 | 4 | EA |
| 314 | 314 | Supply and installation of IDF (intermediate distribution frame) / Distribution box of 10 Pair capacity with mounting arrangements as per specification. | Item 50.20 | 2 | EA |
| 315 | 315 | Supply and installation of MDF (Main distribution frame) /Distribution box of 50 Pair capacity as per specifications | Item 50.30 | 1 | EA |
| 316 | 316 | Installation, drawing, laying of 2 Pair PVC insulated copper conductor unarmoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits, post-laying end to end testing of telephone cables. The job includes supply and installation of PVC Conduits, installation, fixing of face plate with accessories, all required materials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of telephone lines | Item 50.40 | 2000 | M |
| 317 | 317 | Installation, drawing, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits / GI Conduits, post-laying end to end testing of cables. The job includes supply and installation of PVC Conduits, installation & fixing of face plate with accessories, all required materials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. (excluding supply of GI conduits). The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network points | Item 50.50 | 2000 | M |
| 318 | 318 | Supplying & Fixing with all accessories of cable conduit pipe of PVC (25 MM Dia) medium class subject to owners approval on/ inside walls, concrete surfaces structures etc including supply and installation of all necessary pipe fittings such as bends, sockets, junction boxes, elbows, Tees etc. complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc. | Item 50.60 | 2000 | M |
| 319 | 319 | Supply, erection and installation of cable conduits made up of 100 mm GI pipes of medium class (B) subject to owner's approval in trenches already made, on walls, concrete structures etc. including the supply and installation of all necessary pipe fittings such as bends, sockets, elbows, tees, etc. bending, threading, binding etc. as required for laying of cables in road, nalla, station piping crossing and cable rising upto the instruments ( where it is not mentioned in drawings as contractor supplied) as per the drawings, specification and directions of Site Engineer including the cost of all labour, tools, materials etc. complete in all respect. | Item 50.70 | 50 | M |
| 320 | 320 | Services - Mechanical | Item 00060 | ||
| 321 | 321 | Opening of shell manholes,flush out door and roof manholes as per instruction of EIC | Item 60.10 | 3 | EA |
| 322 | 322 | Making of ramp at the flushout doors to enable the placement of truck for loading of sludge. | Item 60.20 | 1 | EA |
| 323 | 323 | Cutting of dykes/ making of ramp or a combination of two to enable movement of truck to dump the sludge inclusive of provision of piping for maintaining flow in storm water drain. | Item 60.30 | 1 | EA |
| 324 | 324 | Blinding and deblinding of common inlet-outlet & TRV line with supply of stud/nut,if required along with disposal of residual crude in the inlet and outline line as per EIC's directions. | Item 60.40 | 1 | LS |
| 325 | 325 | Installation of piping (approximately 200 mts, provision of pump ,installation,connecting and pumping of residual crude oil in tank to another tank(through water draw off or product drain line)OR on branch line provided in inlet line. | Item 60.50 | 1 | LS |
| 326 | 326 | Processing/ Disposal of Sludge:- Removal and safe disposal of sludge as per technical specifications and instructions of EIC/ Site Engineer. Measurement of sludge in line with tender specifications & instructions of EIC and measurement to be done only in presence of EIC/ Site Engineer. Cleaning of tank/ sludge disposal through a combination of mechanical/ manual process including mixing of crude oil with sludge, necessary arrangements (like pump and/or piping) for taking crude oil from nearby tank & mixing with sludge to form a slurry type pump-able mix, using trucks/ tractor trolley/tanker with suitable arrangement for shifting the sludge-oil mix to the pumping location and using high pressure reciprocating pump inclusive of supply & installation of suitable pump(s), all pipings, trucks/ tractor trolley/ tanker, oil mixing, blinds, gaskets, pipe fittings, strainers, preparatory work for desludging of tank, sludge measurements as required, entry into the tank, taking all safety precautions and degasification of the tank to make it 100 % gas free including supply of all equipments, manpower, tools, tackles, consumables, non-consumables, PPEs, fire and safety appliances, breathing apparatus etc., to complete the job in all respects as per the direction of EIC/ Site Engineer and tender specifications. Explosive meter with calibration should be brought by the contractor to continuously monitor the LEL & oxygen level inside the tank. Double earthing of all the equipments like motors, sludge tank, exhaust/ eductor fan, truck mounted tank etc. shall be done. During transportation of sludge, the tractors should be covered properly to avoid any spillage of sludge oil mix inside the station. | Item 60.60 | 100 | TO |
| 327 | 327 | Thorough scrapping of the inside of the tank and appurtenances etc as per direction of site engineer including supply of tools, tackles, labour, etc., to complete the work in all respects, cleaning of surrounding areas for inspection of the tank after taking all precautions as per specifications and directions of Engineer-in-charge. Area of work:Bottom plate along with appurtenances for scanning purpose | Item 60.70 | 500 | M2 |
| 328 | 328 | Testing of weld joints:- Cleaning & buffing of weld joints for testing of the lap/ butt joints on the tank bottom/ shell patches/ shell replacement/ annular plate/ tank shell piping welds by Vacuum box test by soap solution under 21 Kpa/ 3PSI vacuum for leak-proofness, including supply of all manpower, tools, tackles, equipments, consumables, non-consumables etc. to complete the work as per API 650 latest edition and instructions of EIC/ Site Engineer. | Item 60.80 | 200 | M |
| 329 | 329 | Scanning and Inpection of the surface of bottom plates by floor scanners based on Low Frequency Electromagnetic Technique (LFET) and submission of detailed report of bottom plates as per the instructions of Engineer-in-Charge. | Item 60.90 | 500 | M2 |
| 330 | 330 | Inspection of primary wind girder and secondary wind girder areas of shell of the tank for a width of 10cm by floor scanner based on low frequency Electromagnetic Technique(LEFT) and submission of detailed report of bottom plates as per the instructions of EIC. | Item 60.100 | 155 | M |
| 331 | 331 | Testing of weld joints:- Cleaning & buffing of weld joints for testing of the lap/ butt joints on the tank bottom/ top deck/ bottom deck surface/ shell patches/ shell replacement/ annular plate/ tank shell piping welds by Vacuum box test by soap solution under 21 Kpa/ 3PSI vacuum for leak-proofness, including supply of all manpower, tools, tackles, equipments, consumables, non-consumables etc. to complete the work as per API 650 latest edition and instructions of EIC/ Site Engineer. | Item 60.110 | 200 | M |
| 332 | 332 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing piping & steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excavation work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pump station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC | Item 60.120 | 0.5 | TO |
| 333 | 333 | Dismantling of Piping (Aboveground) and equipments: Dismantling of existing over ground piping works of all types and sizes by isolation of the portion of the piping, depressurization, draining, opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work with adequate precautions and safety. The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantled. | Item 60.130 | 2 | TO |
| 334 | 334 | Dismantling of Piping (Underground): Dismantling the existing under ground piping, locating, isolation of the portion of the piping, depressurization, draining,retrieving including excavating the proper trenches by cutting the pipes without damaging other portions of work with adequate precautions and safety. The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipment consumables etc. necessary to perform and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the linear measurement of dismantled piping including bend, tees, reducers etc.). Note : The job also include evacuation of product from the piping section after isolating the section and flushing with water and its disposal. The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe.Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantled. | Item 60.140 | 0.5 | TO |
| 335 | 335 | Services - Electrical | Item 00070 | ||
| 336 | 336 | CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres including shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and materials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 70.10 | 150 | M3 |
| 337 | 337 | WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 70.20 | 50 | M3 |
| 338 | 338 | "Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge" | Item 70.30 | ||
| 339 | 339 | Power cables LT : OD upto 20 mm | Item 70.40 | 600 | M |
| 340 | 340 | Power cables LT : OD above 20 mm and upto 40 mm | Item 70.50 | 1900 | M |
| 341 | 341 | Disconnection, Sealing with waterproof cable end cover and coiling it neatly for placing in cable trench below, of incoming and outgoing cables from the panels and equipments. | Item 70.60 | ||
| 342 | 342 | a) 2/3/4/5/6C upto 95 sqmm | Item 70.70 | 2 | M |
| 343 | 343 | Erection, Installation,Testing & Commissioning of the 20/30 m high mast tower with the help of suitable tools and plants, wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm, lugs, MCB and all labour. Scope of work shall include erection & installation of high mast tower, cable connections, erection & installation of luminaries & aviation lights, lightning finial, all accessories, cables, etc., erection, foundation casting & grouting of FLP feeder pillar, end connection termination & laying of Owner supplied cable from feeder pillar to base compartment of high mast complete with all materials and labour as per instruction of Site Engineer/EIC. Earthing works for High Mast tower including construction of earth pits to be operated in relevant separate item. | Item 70.80 | 3 | EA |
| 344 | 344 | Services - Telecom and Instrumentation | Item 00080 | ||
| 345 | 345 | Installation of Wall mounted Cabinet (switching closet including network switch , UPS etc in wall mount cabinet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications | Item 80.10 | 4 | SET |
| 346 | 346 | Supply -Electrical | Item 00090 | ||
| 347 | 347 | "INSULATING MATS: Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elastomer mats as per specifications." | Item 90.10 | ||
| 348 | 348 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) | Item 90.20 | 8 | EA |
| 349 | 349 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) | Item 90.30 | 10 | EA |
| 350 | 350 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) | Item 90.40 | 10 | EA |
| 351 | 351 | Supply of fire buckets mounted on stand | Item 90.50 | 10 | EA |
| 352 | 352 | Supply - Telecom and Instrumentation | Item 00100 | ||
| 353 | 353 | 2 Pair unarmoured Telephone Cable as per specifications | Item 100.10 | 2000 | M |
| 354 | 354 | 20 Pair Armoured PIJF Underground Telephone Cable as per specifications | Item 100.20 | 1000 | M |
| 355 | 355 | 5 Pair Armoured PIJF Underground Telephone Cable as per specifications | Item 100.30 | 500 | M |
| 356 | 356 | Cat 6 UTP (LAN) Networking Cable as per tender specifications | Item 100.40 | 2000 | M |
| 357 | 357 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includes modular plate & switch box/ gang box for fixing the face plate. | Item 100.50 | 50 | SET |
| 358 | 358 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate. | Item 100.60 | 50 | SET |
| 359 | 359 | Wall mounted Cabinet (switching closet) for housing Networking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications | Item 100.70 | 4 | SET |
| 360 | 360 | 24 Port L2 Network Switch with Optical Interfaces as per tender specifications | Item 100.80 | 4 | EA |
| 361 | 361 | Power cable 3 core x 2.5 mm2 Armoured, Copper as per tender specifications | Item 100.90 | 100 | M |
| 362 | 362 | Tank CP - Supply | Item 00110 | ||
| 363 | 363 | "Supply of following spares for Cathodic protection of tank bottom plate by impressed current Anode system :-" | Item 110.10 | ||
| 364 | 364 | Rectifying diodes | Item 110.20 | 4 | EA |
| 365 | 365 | Panel light switch | Item 110.30 | 2 | EA |
| 366 | 366 | Panel light fuse | Item 110.40 | 4 | EA |
| 367 | 367 | AC power fuse | Item 110.50 | 4 | EA |
| 368 | 368 | Filter capacitor | Item 110.60 | 2 | EA |
| 369 | 369 | DC ammeter | Item 110.70 | 2 | EA |
| 370 | 370 | DC Voltmeter | Item 110.80 | 2 | EA |
| 371 | 371 | Filter Capacitor fuse | Item 110.90 | 2 | EA |
| 372 | 372 | Lightning arrestor | Item 110.100 | 4 | EA |
| 373 | 373 | DC shunt | Item 110.110 | 1 | EA |
| 374 | 374 | DC shunt fuse | Item 110.120 | 2 | EA |
| 375 | 375 | DC output fuse | Item 110.130 | 4 | EA |
| 376 | 376 | Anode junction of Box shunt | Item 110.140 | 4 | EA |
| 377 | 377 | Filter choke | Item 110.150 | 1 | EA |
| 378 | 378 | Cu-CuSO4 Half cell | Item 110.160 | 1 | EA |
| 379 | 379 | PCB board complete Set | Item 110.170 | 1 | SET |
| 380 | 380 | Tank CP - Service | Item 00120 | ||
| 381 | 381 | Design, engineering, supply,installation, testing and commissioning of carbon based polymeric anode cable or factory coke backfilled fabric jacketed Mixed Metal Oxide (MMO) wire anodes of approved make for the tank covering bottom area of 14 m dia internal floating roof Product tanks including carrying out the soil resistivity survey in Tank farm area,submission of soil resistivity report, preparation & submission of engineering documents & drawing based on soil resistivity report, design calculation, bill of materials, QA/QC etc., execution, commissioning ,monitoring, documentation as detailed in specification and scope of work which also includes supply and installation of 1 no. independent controlled CP TR Unit per tank, cables assessed based on the enclosed General Layout plan indicating the location of proposed MCC room (where CP TR unit to be placed) and Tank location, Flame proof,explosion proof & weather proof Anode, cathode junction boxes & test lead points, permanent reference electrodes, and carbon based polymeric cable anode /factory coke backfilled fabric jacketed Mixed Metal Oxide(MMO) wire anodes laid underneath the tank plate. The work complete in all respect including all labour, materials, tools and tackles etc. as per the approved drawings, specifications and directions of the Site Engineer. (Anode length as per final design) | Item 120.10 | 2 | EA |
| 382 | 382 | Design, engineering, supply,installation, testing and commissioning of carbon based polymeric anode cable or factory coke backfilled fabric jacketed Mixed Metal Oxide (MMO) wire anodes of approved make for the tank covering bottom area of 16 m dia internal floating roof Product tanks including carrying out the soil resistivity survey in Tank farm area,submission of soil resistivity report, preparation & submission of engineering documents & drawing based on soil resistivity report, design calculation, bill of materials, QA/QC etc., execution, commissioning ,monitoring, documentation as detailed in specification and scope of work which also includes supply and installation of 1 no. independent controlled CP TR Unit per tank, cables assessed based on the enclosed General Layout plan indicating the location of proposed MCC room (where CP TR unit to be placed) and Tank location, Flame proof,explosion proof & weather proof Anode, cathode junction boxes & test lead points, permanent reference electrodes, and carbon based polymeric cable anode /factory coke backfilled fabric jacketed Mixed Metal Oxide(MMO) wire anodes laid underneath the tank plate. The work complete in all respect including all labour, materials, tools and tackles etc. as per the approved drawings, specifications and directions of the Site Engineer. (Anode length as per final design) | Item 120.20 | 1 | EA |
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