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| 1 | TOTAL |
| 2 | IAW.Irgn.&Waterwayswef_19.01.1816-2.01.iii )Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(iii) 15 cm av. Diameter Note: Diameter of pile to be measured at a distance of 1.5m from the thickerend. |
| 3 | IAW.Irgn.&Waterwayswef_19.01.1816-2.04.B ) Supplying, fitting and fixing M.S iron shoe to Jhaw / Eucalyptus bullah piles including necessary cleats, nails etc. complete. |
| 4 | IAW.Irgn.&Waterwayswef_19.01.1816-2.01.iii) Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary drivingappliances and all tackles.(iii) 15 cmav. diameter |
| 5 | IAW.Irgn.&Waterwayswef_19.01.1816-2.77) Splicing (as per drawing and direction of the Engineer-in-charge) in position 150 mm. to 250 mm. dia. of individual bullah with 2 Nos.1250 mm. x 75 mm. x 10 mm. M.S. flat and 4 Nos. half rings made of (700 x 75 x 6) mm. M.S. flat fitted and fixed with 4 Nos. 12 mm. dia.bolts with nuts and washers. Flat bars are to be fitted and fixed with 3 Nos. 20 mm. dia. through bolts with nuts and washers including cost of supply and carriage of all materials, making necessary scaffolding, stagging etc. drilling holes complete (splicing is to be done on position after the bottom bullah is driven as per necessity). Length of lap of bullah should be provided as five times the diameter of bullah or 90 cm. whichever is greater. |
| 6 | IAW.Irgn.&Waterways wef_19.01.18 17-2.03.a ) Taking out Jhaw / Eucalyptus piles from river bed or from elsewhere including carrying, stacking materials in the nearest stack yard. (a) Up to 17.5 cm. diameter |
| 7 | IAW.Irgn.&Waterways wef_19.01.18 32-2.74) Fitting, fixing bitumen drum sheet to bullah pilingand wailing pieces including cutting straightening drum sheet fixing with country nails @ 20cm c/c at top & bottom and bolts& nuts at top &bottom at every joint of drum sheetwith a laping of 15 cm, includingsupply of drum sheet, fixture allcomplete as per direction of theEngineer - in - charge. |
| 8 | IAW.Irgn.&Waterways wef_19.01.18 /19-2.24) 2.24.Supplying to sitempty cement polythene bags(capacity 50kg) in good conditionincluding stacking, incedental chargesetc. all complete (capacity 50 kg). |
| 9 | IAW.Irgn.&Waterways wef_19.01.18 /19-2.24) 2.27.Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) withall kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/bag |
| 10 | IAW.Irgn.&Waterways wef_19.01.18/ 20-2.29) 2.29.Dumping in positionearth / sand filled gunny / poly bags (capacity 50kg) within a lead of 30metre inclusive of all lifts. |
| 11 | IAW.Irgn.&Waterways wef_19.01.18/20-2.32) 2.32.Removin earth/sand filled poly bags/gunny bags from the channel bed/slope and initially depositing the same nearchannel bank at a place as directed by the Engineer-in Charge formeasurement of Bag. & then disposing off the same at a distance not less than 150 metre from the channel site. |
| 12 | PWD BLDG. ,17 ,4/I I - 1 (A) - 6 - (d) MATERIALS SUPPLIED AND STACKED AT SITE --SILVER SAND. |
| 13 | PWD ROADS. ,18 ,218,v(a) Steel plates : (E 250 conforms to IS:2062-2006)- 6MM TO 10 MM |
| 14 | UDMA.WATER SUPPLY WORKS:WEF_5/10/18 27-7.2) Dewatering by pumps including all leads, lifts and making all arrangements of disposal. where continuous flow of water from a source other than natural or ground water is encountered in case of emergency maintenance works related to leakage. breakage and making wet connections. [Note ;- In case of any other situation demanding such emergency dewatering. use of this item is to be approved by the Superintending Engineer/Tender Accepting Authority. This item shall be executed on the specific direction duly supported by proper clarification of the E.I.C. who will be satisfied in absolute discretion that such work has not been necessitated due to anynatural source of water or any fault of the Contractor] |
| 15 | UDMA.SEWERAGE & DRAINAGE:WEF_051 018/24-15) Removal of silt, slush, musks or any other foul materials from open drains or nikashis of any size and depth, manholes, gully pits, catch pits etc. by any other method approved of impure / inflammable / asphyxiating gases from the drains etc. with staging if necessary, stacking of the materials properly away from traffic lane as far as practicable lead upto 75 mtr. with all labour and materials and hire charges of tools and plants as per direction of Engineerin- Charge. ForOpen Nikashi or Drain. Transportatio of silt, slush or other foul materials from the working site and disposal of the same beyond the area of Municipal Corporation / Municipality / Notified Area Authority / IndustrialTownship Authority including the cost of loading, unloading, transportation and making arrangement of necessary land for disposal, spreading and leveling as necessary etc. complete (Land for disposal to be arranged by the contractor). (Payment to be made on the basis of stackmeasurement after deducting sinkage/shrinkage at the rate of 1/9th of volume) For Day |
| 16 | PWD.BLDG SCHEDULE_WEF 01.11.2017 1-1.(A).2(a) Earth work in excavation of foundation trenches or drains, in allsorts of soil (including mixed soil but excluding laterite or sandstone)including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides oftrenches levelling, dressing and ramming the bottom, bailing out wateras required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 17 | PWD.BLDG SCHEDULE_WEF 01.11.2017) 2-1.(A).4(A) 4. (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation withwater, ramming complete including the cost of supply of sand. (paymentto be made on measurement of finished quantity) |
| 18 | PWD.BLDG SCHEDULE_WEF 01.11.2017 14-1(C). A. 1(3RD CORRIGENDUM) Single Brick Flat Soling of picked jhama bricks including ramming anddressing bed to proper level and filling joints with local sand. |
| 19 | PWD.BLDG SCHEDULE_WEF 01.11.2017 23-1(C).B 1 (a)/3rd corrigendum Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion |
| 20 | KMC.CONSOLIDATED RATE CIVIL_2018) 2-2/b(COR) ORDINARY CEMENT CONCRETE (MIX 1:1.5:3 ) WITH GRADED STONE CHIPS ( 20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT, IF ANY, INGROUND FLOOR AS PERRELEVANT IS CODES (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) |
| 21 | PWD.BLDG SCHEDULE_WEF 01.11.201744-1(C).B. 40(a)(i)(I) CORRIGENDUM DT. 22.01.20 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hookingand bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.(a) For works in foundation and upto roof of ground floor/upto 4 m.(i) Tor steel/Mild Steel.I. SAIL/ TATA/RINL. |
| 22 | PWD.BLDG SCHEDULE_WEF 01.11.201742-1(C).B. 36(a)Hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props and thick hardwood planks of approved thickness with required bracing for concreteslabs, beams and columns, lintels curved or straight including fitting,fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Notes:- Forshuttering in shell roof, grid roof withvertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayedfaces, rate is to be increased by150%. |
| 23 | PWD.BLDG SCHEDULE_WEF 01.11.201712/1(B).13 REMOVAL OF RUBBISH,EARTH ETC. FROM THE WORKING SITE AND DISPOSAL OF THE SAME BEYOND THE COMPOUND, IN CONFORMITY WITH THE MUNICIPAL / CORPORATION RULES FOR SUCH DISPOSAL, LOADING INTO TRUCK AND CLEANING THE SITE IN ALL RESPECT AS PER DIRECTION OF ENGINEER IN CHARGE |
| 24 | UD&MA WATER SUPPLY-19/54/8.29.a) HIRE CHARGES FOR ENGAGING AIR COMPRESSOR MACHINE WITH MINIMUM PRESSURE CAPACITY OF 5.0 KG/SQ.CM ARRANGEMENT INCLUDING ALL NECESSARY EQUIPMENTS AND OPERATING STAFF, CARRIAGE, FUEL, TOOLS AND PLANTS ALL COMPLETE FOR CUTTING ROAD / HARD CRUST CUTTING WITH PNEUMATIC HAMMER AT DESIRED POINT IN WATER SUPPLY WORKS AS PER DIRECTION OF EIC . A) WITH PNEUMATIC HAMMERS FOR MINIMUM ENGAGEMENT OF 8 HRS. IN A DAY |
| 25 | PWD/BLDG/17, 303-3) Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth |
| 26 | PWD/BLDG/17, 303-3)Mazdoor (male) |
| 27 | Estimated amount |
| 28 | 18% GST |
| 29 | 1% CESS |
| 30 | FIXING OF REINFORCEMENT IN EXISITING RCC MEMBER BYCHEMICAL GROUTING. THE RATE INCLUDES COST OFSCANNING TO IDENTIFY POSITION OF EXISTINGREINFORCEMENT,COST OF ALL MATERIALS (EXCEPTREINFORCEMENT), TOOLS AND PLANTS AND LABOURCOMPLETE AS PER SPECIFICATION AND DIRECTION OFENGINEER IN CHARGE--- 12 MM DIA |
| 31 | MANUFACTURING, SUPPLYING AND INSTALLATION OF SS FLAPSHUTTER INCLUDING ALL NECESSARY FITTING FIXING ANDPOLISHING |
| 32 | SUPPLY AND INSTALLATION OF ROTORK SYNCROPAK ELECTRICAL ACTUATOR SCADA COMPATIBLE FOR OPERATION OF PENSTOCK GATES INSTALLED Please Enable Macros to View BoQ information |
