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| 1 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHESIN ORDINARY SOIL ( VIDE CLASSIFICATION OF SOIL ITEM _ A ) AND DISPOSAL OF EXCAVATED EARTH AS ABTAINED TO A DISTANCE UPTO 50 M. INCLUDING ALL LIFTS, LEVELLING, RAMMING THE FOUNDATION TRENCHES , REMOVING ROOTS OF TREES, SHURBS ALL COMPLETE AS PER APPROVED DESIGN . BUILDING SPECIFICATION AND DIRECTION OF E/I OREXTRA OF EARTHWORK IN HARD SOIL AS PER SPECIFICATIONAND DIRECTION OF ( VIDE CLASSIFICATION OF SOIL ITEM _ B) |
| 2 | PROVIDING COARSE CLEAN SAND IN FILLING IN FOUNDATION TRENCHES OR IN PLINTH INCLUDING RAMMING AND WATERING IN LAYERS NOT EXCEEDING 150MM THICK WITH ALL LEADS AND LIFTS INCLUDING COST OF ALL MATERIALS , LABOUR , ROYALTY AND TAXES ALL COMPLETE AS PER BUILDING SPECIFICATION AND DIRECTION OF E/I (MODE OF MEASUREMENT COMPLETED VOLUME ) |
| 3 | PROVIDING 75A ONE BRICK FLAT SOLING IN FOUNDATION AND PLINTH DO….DO……. ALL COMPLETE JOB.. COLUMN |
| 4 | PROVIDING P.C.C.M 150 IN NOMINAL MIX OF (1:2:4) IN FOUNDATION WITH APPROVED QUALITY OF STONE -----DO ------ |
| 5 | REINFORCED CEMENT CONCRETE WORK IN WALLS. (ANY THICKNESS) INCLUDING ATTACHED PILASTERS, BUTTERSSES ,PLINTH AND STRING COURSES ,FILLETS, COLUMNS, PILLARS ,PIERS, ABUTMENTS , POSTS, AND STRUTS ETC ABOUT PLINTH LEVEL UP TO FLOOR FIVE LEVEL EXCLUDING COST OF CENTRING SHUTTERING FINISHING AND REINFORCEMENT |
| 6 | REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS HAVING SLOPE UP TO 15* LANDINGS , BALCONIES , SHELVES CHAJJAS ,LINTELS BANDS PLAIN WINDOW SILLS , STAIRCASES AND SPIRAL STAIR CASES ABOVE PLINTH LEVEL UP TO FLOOR FIVE LEVEL , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3) |
| 7 | REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS HAVING SLOPE UP TO 15* LANDINGS , BALCONIES , SHELVES CHAJJAS ,LINTELS BANDS PLAIN WINDOW SILLS , STAIRCASES AND SPIRAL STAIR CASES ABOVE PLINTH LEVEL UP TO FLOOR FIVE LEVEL , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3) |
| 8 | PROVIDING DESIGNATION 75A BRICK WORK IN C.M. (1:6) IN FOUNDATION AND PLINTH LEVEL - DO - |
| 9 | REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS HAVING SLOPE UP TO 15* LANDINGS , BALCONIES , SHELVES CHAJJAS ,LINTELS BANDS PLAIN WINDOW SILLS , STAIRCASES AND SPIRAL STAIR CASES ABOVE PLINTH LEVEL UP TO FLOOR FIVE LEVEL , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3) |
| 10 | REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS HAVING SLOPE UP TO 15* LANDINGS , BALCONIES , SHELVES CHAJJAS ,LINTELS BANDS PLAIN WINDOW SILLS , STAIRCASES AND SPIRAL STAIR CASES ABOVE PLINTH LEVEL UP TO FLOOR FIVE LEVEL , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3) |
| 11 | REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS HAVING SLOPE UP TO 15* LANDINGS , BALCONIES , SHELVES CHAJJAS ,LINTELS BANDS PLAIN WINDOW SILLS , STAIRCASES AND SPIRAL STAIR CASES ABOVE PLINTH LEVEL UP TO FLOOR FIVE LEVEL , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3) |
| 12 | REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS HAVING SLOPE UP TO 15* LANDINGS , BALCONIES , SHELVES CHAJJAS ,LINTELS BANDS PLAIN WINDOW SILLS , STAIRCASES AND SPIRAL STAIR CASES ABOVE PLINTH LEVEL UP TO FLOOR FIVE LEVEL , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3) |
| 13 | REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS HAVING SLOPE UP TO 15* LANDINGS , BALCONIES , SHELVES CHAJJAS ,LINTELS BANDS PLAIN WINDOW SILLS , STAIRCASES AND SPIRAL STAIR CASES ABOVE PLINTH LEVEL UP TO FLOOR FIVE LEVEL , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3) |
| 14 | REINFORCED CEMENT CONCRETE WROK IN BEAMS,SUSPENDED FLOORS , ROOFS HAVING SLOPE UP TO 15* LANDINGS , BALCONIES , SHELVES CHAJJAS ,LINTELS BANDS PLAIN WINDOW SILLS , STAIRCASES AND SPIRAL STAIR CASES ABOVE PLINTH LEVEL UP TO FLOOR FIVE LEVEL , ESCLUDING THE COST OF CENTERING , SHUTTERINGS FINISHING AND REINFORCEMENT WITH (1:1.5:3) |
| 15 | PROVIDING 12MM THICK WATER PROF CEMENT PLASTER (1:3) WITH 5 % CICO DO … …… DO……… ALL COMPLETE JOBPUMP HOUSE |
| 16 | PROVIDING 12MM THICK WATER PROF CEMENT PLASTER (1:3) WITH 1.5MM CEMENT PUNING INCLUDING CURING CARRIAGE OF WATER WITH ALL LEADS AND LIFTS AS PER BUILDING SPECIFICATION AND DIRECTION - DO - |
| 17 | PROVIDING TOR STEEL REINFORCEMENT OF 10MM , 12MM, 16MM DIA BARSAS PER APPROVED DESIGN AND DRAWINGDO………….ALL COMPLETE JOB FOUNDATION |
| 18 | SUPPLYING FITTING AND FIXING 20 GUAGE G.C.I SEAT GATE FITTED ON MS ANGLE FRAME OF SIZE 60x60x6MM INCLUDING COST OF FIBRECATION PROVIDING NECESSARY LOCKING ARRANGEMENT WITH HOSKAL AND DOMINY DULY FIXED IN PCC (1:2:4) BLOCK OF REQUIRED SIZE , APPLYING A PRIMING RED LEAD PAINT OVER STEEL WORK , TAXES ALL COMPLETE AS PER DRAWING SPECIFICATION AND DIRECTION OF E/I |
| 19 | SUPPLYING FITTING AND FIXING MS GRILL GATE WITH MS GRILL MADE OF 20x6MM MS FLATS OR 16 MM MS SQUARE BARS FITTED ON 25x25x6MM MS ANGLE FRAME |
| 20 | PROVIDING 12 MM CEMENT PLASTER WITH CLEAN COURSE SAND OF F.M 1.5 INCLUDING SCREENING CURING WITH ALL LEADS AND LIFTSOF WATER SCAFFOLDING TAXES ANDROID ALL COMPLETE AS PER BUILDING SPECIFICATION AND DIRECTION OF E/ I WITH 1.5MM CEMENT PUNING INCLUDING CURING CARRIAGE OF WATER WITH ALL LEADS AND LIFTS AS PER BUILDING SPECIFICATION AND DIRECTION - DO - |
| 21 | PROVIDING 6 MM CEMENT PLASTER(1:4) IN CELLINGWITH CLEAN COURSE SAND OF F.M 1.5 |
| 22 | PROVIDING 12 MM CEMENT PLASTER (1:6) WITH CLEAN COURSE SAND OF F.M 1.5 |
| 23 | PROVIDING TO COAT OF SNOWCEM OF APPROVED SHADE AND MAKE OVER A COAT OF CEMENT PRIMER ON NEW SURFACE INCLUDING PREPAIRING THE PLASTEREDSURFACE SMOOTH WITH SANDPAPER SCAFFOLDING CURING AND TEXAS ALL COMPLETE AS PER BUILDING SPECIFICATION AND DIRECTION OF E/I |
| 24 | EXTRA FOR EACH COAT OF CEMENT WASH, DISTEMPER , PANT OP SNOWSEEMOVER EXTERIOR SURFACE FOR EACH CONSECUTIVE FLOOR ABOVE FIRST FLOOR INCLUDING SPECIFICATIONETC ALL COMPLETE AS PER SPECIFICATION AND DIRECTION OF E/I |
| 25 | EXTRA COST OF RCC / PCC WORK FOR EACH CONSUTIVE FLOOR ABAVE FIRST FLOORDO………DO……..AL COMPLETE JOB |
| 26 | EXTRA FOR PLASTER WORK OVER EXTERIOR SURFACE FOR EACH CONSECUTIVE FLOOR ABOVE FIRST FLOOR INCLUDING COST OF SCAFFOLDING ETC ALL COMPLETE AS PER DIRECTION OF E/I |
| 27 | EXTRA FOR CENTERING AND SHUTTERING IN RCC WORK OF BEAM , STIFFNER AND COLUMN ROOF JOINTS OF 100MM GAP DO ……. DO…… ALL COMPLETE JOB BEAM |
| 28 | EXTRA FOR CENTERING AND SHUTTERING IN RCC WORK OF BEAM , STIFFNER AND COLUMN ROOF JOINTS OF 105MM GAP DO ……. DO…… ALL COMPLETE JOB BEAM |
| 29 | CARRIAGE COST OF MATERIALS(I) CEMENT LEAD FROM(14+1)KM |
| 30 | (II) ROD LEAD FROM (14+1)KM |
| 31 | (III) SAND LEAD FROM (27+3) KM |
| 32 | (IV) CHIPS LEAD FROM (27+3)KM |
| 33 | (V) BRICK LEAD FROM (42+5)KM |
| 34 | Cost of transportation and other miscellaneous charges for setting the rig machine at site all complete job as per direction of E/I. |
| 35 | Cost of drilling 200mm x 165mm x 125m deep bore well in all kinds of soil and rock in rural or any other area for installation of pump set with hydraulic DTH rig machine, all complete including supplying all materials, tools drilling rig and Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of rig machine and other vehicles up to the site flushing charges, geological investigation etc. all complete job. (A) From 0 - 50 meter (addC.P. @ 10%= 770+77=847) |
| 36 | (B) From 51 - 125 meter(add C.P. @ 10%= 804+80.4=884.4 ) |
| 37 | Supplying all material tools, tackles and lowering of 200mm nominal dia UPVC Casing pipe confirming relevant for specification solving arrangement, cost of pipe etc. Including all taxes excise duty, freight charges with inspection charges etc, as applicable all complete job. |
| 38 | Supplying all tools equipments and labour and doing washing , flushing and development of drilled tube well to give clean and clear water all complete as per direction of E/I |
| 39 | Providing and fixing MS, GI or CI cap for 180mm NB dia UPVC pipe (add C.P. @ 10%= 200.00+20.00=220.00 ) |
| 40 | Supplying Submersible pump (2HP) sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 V + 10%, 3PH, 50HZ, A.C. supply with cable guard, thrust carbon/fiber bearing to with stand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall be suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single/double run shall be provided with each pump |
| 41 | Cost of 32mm dia UPVC pipe (schedule 80) of approved make including lowering of pipe in the bore and transportation to work site etc. as per specification and direction of E/I. |
| 42 | commissioning of panel board suitable for the motor pump as mentioned in the item including lamps, starters, main switch,fuses,inter connection in the panel board including cost of wires etc. all complete job. As per specification and direction of E/I. |
| 43 | S/F/FOf PVC insulated copper conductor cable25 sqmm ISI marked,FR LS PVC insulated, single core copper conductor cable |
| 44 | Supplying and commissioning of 5 KVA Servo stabilizer of Sen And Pandit of Pagaria or approved equipment make (Range 140V-280 V) single phase with cable, change over switch for submersible pump etc.all complete as per direction of E/I |
| 45 | Supplying and drawing following size of FR PVC insulated copper conductor single core cable in existing surface/ recessed steel / PVC conduit including dismantling as required. |
| 46 | Earthing with copper earth plate 600x600mmx3mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and washing pipe etc.as required salt charcoal for GI or copper plate earth electrode as required. |
| 47 | Supplyingfitting and commissioning off automatic electronic sensor device to stop the motor at time of over flow of water from over head tank etc. and when the water level in bore well goes down specified depth |
| 48 | Supplying 32mm dia GI elbow confirming IS specification including cost of all material laboursjointing material all complete job. |
| 49 | Supplying and fixing G.I. Reducing tee plain 32nmm dia |
| 50 | add 18 % GST |
| 51 | add S/B & PHOTOGRAPHY all estimated |
| 52 | add 1 % labour cess |
