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| 1 | Cost of drilling 200×165×125mm deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic D.T.H rig machine all complete including supplying all materials, tools, drilling rig air compressor and equipment as well as fuel laboricants and cost of transportation of rig machine and other vehicles upto the site |
| 2 | Cost of drilling 200×165×125mm deep bore well in all kinds of soil and rock in rural area for installation of pump set with hydraulic D.T.H rig machine all complete including supplying all materials, tools, drilling rig air compressor and equipment as well as fuel laboricants and cost of transportation of rig machine and other vehicles upto the site |
| 3 | Supplying all tols tackles & lowering of 200mm mm dia MS ERW Casing pipe of 6mm wall thickness including all rges with inspection chaeges etc as applicable etc all complete job taxes, VAT, Excise duty, freight charges |
| 4 | Supplying all material, labour & equipment of fittting 200mm dia m.s cap cover casing pipe all complete job |
| 5 | 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 dirction E/I |
| 6 | Supplying all tools, equipments and labour and lowering 32 mm dia medium quality G.I. pipe in drilled tube well in 3 Mtrs. Length all complete as per dirction E/I including carriage of materials |
| 7 | Supplying, flat flexible submersible cable with copper M1062 conductor PVC insuleted & PVC sheathed as per IS:7098 |
| 8 | G.I Earth pipe electrode with salt/charkol-do-do-E/I all complete job |
| 9 | wiring for light point with 3/22 PVC insolated copper conductor -do-do-E/I all complete job3.00 Point 794.00 2382.0 |
| 10 | wiring for 3 pin SAmp plug point with 3/22 copper cable - do-do-E/I all complete job |
| 11 | S/F/F charge with accessories materials(to be paid as per market rate) |
| 12 | Providing for Existing as per indian electricity rule 1950 with 10swg copper wire and 40mm dia G.I pipe-do-do-E/I all complete job |
| 13 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES IN 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 OR EXTRA OF EARTHWORK IN HARD SOIL AS PER SPECIFICATION AND DIRECTION OF ( VIDE CLASSIFICATION OF SOIL ITEM _ B) |
| 14 | 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 ) |
| 15 | PROVIDING 75A ONE BRICK FLAT SOLING IN FOUNDATION AND PLINTH DO….DO……. ALL COMPLETE JOB.. COLUMN |
| 16 | PROVIDING P.C.C.M 150 IN NOMINAL MIX OF (1:2:4) IN FOUNDATION WITH APPROVED QUALITY OF STONE -----DO ------ |
| 17 | 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 |
| 18 | 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) |
| 19 | 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) |
| 20 | PROVIDING DESIGNATION 75A BRICK WORK IN C.M. (1:6) IN FOUNDATION AND PLINTH LEVEL - DO - |
| 21 | 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) |
| 22 | 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) |
| 23 | 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) |
| 24 | 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) |
| 25 | 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) |
| 26 | 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) |
| 27 | PROVIDING 12MM THICK WATER PROF CEMENT PLASTER (1:3) WITH 5 % CICO DO … …… DO……… ALL COMPLETE JOB PUMP HOUSE |
| 28 | 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 - |
| 29 | PROVIDING TOR STEEL REINFORCEMENT OF 10MM , 12MM, 16MM DIA BARS AS PER APPROVED DESIGN AND DRAWING DO …………. ALL COMPLETE JOB FOUNDATION |
| 30 | 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 |
| 31 | 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 |
| 32 | PROVIDING 12 MM CEMENT PLASTER WITH CLEAN COURSE SAND OF F.M 1.5 INCLUDING SCREENING CURING WITH ALL LEADS AND LIFTS OF 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 - |
| 33 | PROVIDING 6 MM CEMENT PLASTER(1:4) IN CELLING WITH CLEAN COURSE SAND OF F.M 1.5 |
| 34 | PROVIDING 12 MM CEMENT PLASTER (1:6) WITH CLEAN COURSE SAND OF F.M 1.5 |
| 35 | PROVIDING TO COAT OF SNOWCEM OF APPROVED SHADE AND MAKE OVER A COAT OF CEMENT PRIMER ON NEW SURFACE INCLUDING PREPAIRING THE PLASTERED SURFACE SMOOTH WITH SANDPAPER SCAFFOLDING CURING AND TEXAS ALL COMPLETE AS PER BUILDING SPECIFICATION AND DIRECTION OF E/I |
| 36 | EXTRA FOR EACH COAT OF CEMENT WASH, DISTEMPER , PANT OP SNOWSEEM OVER EXTERIOR SURFACE FOR EACH CONSECUTIVE FLOOR ABOVE FIRST FLOOR INCLUDING SPECIFICATION ETC ALL COMPLETE AS PER SPECIFICATION AND DIRECTION OF E/I |
| 37 | EXTRA COST OF RCC / PCC WORK FOR EACH CONSUTIVE FLOOR ABAVE FIRST FLOOR DO………DO……..AL COMPLETE JOB |
| 38 | 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 |
| 39 | EXTRA FOR CENTERING AND SHUTTERING IN RCC WORK OF BEAM , STIFFNER AND COLUMN ROOF JOINTS OF 100MM GAP DO ……. DO…… ALL COMPLETE JOB BEAM |
| 40 | EXTRA FOR CENTERING AND SHUTTERING IN RCC WORK OF BEAM , STIFFNER AND COLUMN ROOF JOINTS OF 105MM GAP DO ……. DO…… ALL COMPLETE JOB BEAM |
| 41 | ADD. CARRIAGE COST OF MATERIALS (1) CEMENT LEAD FROM 14+1 KM |
| 42 | (2) STONE CHIPS LEAD FROM 27+3 KM |
| 43 | (3) ROD LEAD FROM 14+1 KM |
| 44 | (4) SAND LEAD FROM 27+3 KM |
| 45 | (5) BRICK LEAD FROM 60 KM |
| 46 | Provision & Installation of Solar Powered submursible Auto run & Stop DC Pump Matur (900 Wpjol stainless steel suitable for ınıniinurn 125mmx115mm bure well operating head 60.00m discharge rata viidimum 2000 LPH with lowering up to 57.00m suinture, dia. HOPE pipe 82.5sq mm x3core flat submelbiuro cable, di IS694:1190 Including monol Poly Crystalina PVC ndry (200WP) mounted on sivel structura lal strage water marik 1500mhighjin a suitable deection to optimize panel uses and wihstand the wind pressure up 10 200 Kim Thour thing suitable arrangements in operated Hand pump inanually in the same hon wher there is no solar power including 5 years warranty agaw'sı nelerts materiais and workmanship with sucking arrangement of swich.boogd the system should be COnenoty |
| 47 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES IN 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 OR EXTRA OF EARTHWORK IN HARD SOIL AS PER SPECIFICATION AND DIRECTION OF ( VIDE CLASSIFICATION OF SOIL ITEM _ B) |
| 48 | 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 ) |
| 49 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I |
| 50 | 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) |
| 51 | Providing 250mm thick brick jali work in C.M. (1:8) in superstructure with designation 75A brick and approved quality of clean coarse sand of F.M. 2 to 2.5, finished with deep ruled pointing in C.M. (1:3) with sand of F.M. 1.5 on entire surface including the cost of finished the holes, screening carriage of materials, scaffolding, raking out joints to 15 mm depth, curing taxes and royalty all complete, as per approveddesign, building specification and direction of E/ |
| 52 | Providing designation 75A brick work in C.M (1: 6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. |
| 53 | Providing following inaterials as filter media in the pit of approved quality & size in layers as per drawing all complete all luxes & royalry as per specilication and direction of E 1st Stone materals (camfooning to 25 table Su-100-7-1 Sma 0.786 x (1) x0 1-0 24 M |
| 54 | Stone materials (confinning in M9400-2, Grade37- 20mm) 0.786 x (1)x0.3-0.24 M |
| 55 | Stone materials (confirming to MUST table No.-400-7) ungraded (Gm)0.180 x (1)2x0,3-0.24 M3 |
| 56 | Come and Nigroume than-2) 0.786 x (1)x0.3-0.24 M |
| 57 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size |
| 58 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I |
| 59 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 60 | Providing, fitting and fixing suitable M.S grating at inlet of soak pit weight not less than 25 kg. at all complere job. 12 Cortage of materals frurn kihi, site or quarry site to work sire |
| 61 | ADD. CARRIAGE COST OF MATERIALS (1) CEMENT + ROD LEAD14+1 KM |
| 62 | (2) STONE CHIPS LEAD 27+3 KM |
| 63 | (4) SAND LEAD FROM 27+3 KM |
| 64 | (5) BRICK LEAD FROM 60 KM |
| 65 | EARTHWORK IN EXCAVATION IN FOUNDATION TRENCHES IN 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 OR EXTRA OF EARTHWORK IN HARD SOIL AS PER SPECIFICATION AND DIRECTION OF ( VIDE CLASSIFICATION OF SOIL ITEM _ B) |
| 66 | 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 ) |
| 67 | Supplaying. Glplpe of approved ...do..do..all complete.job 32 MM |
| 68 | Supplaying. Glplpe of approved ...do..do..all complete.job 20 MM |
| 69 | Supplaying. Glplpe of approved ...do..do..all complete.job 15 MM |
| 70 | cutting drain wise above ground level for laying pipedo..do..all complete job |
| 71 | supplying tools and cutting road wall restoring same..do...do..all complete job. Pucca Road |
| 72 | Supplying materials and labour for construction of 600 mm x600 mm x 90mm stop cock chamber with cement brick 'masmory ..do...do..all complete job. Pucca |
| 73 | Providing and lixing Gun metal full way valve of approved quility of valve all complete as per spicification and direction of E/1. |
| 74 | Providing and fixing 15 mm dia male ended C.I body brass spindle valve and seat bib cock of approved quality ..do..do.all.complete as per spicification and direction of E/I. |
| 75 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume |
| 76 | add S/B & PHOTOGRAPHY |
| 77 | Add . 18 % GST |
| 78 | add 1 % labour cess Please Enable Macros to View BoQ information |
