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| 1 | Description |
| 2 | Excavation in foundation trenches etc.in earth work,lift up to 1.50 mtrs,stacking the excavated soil not more than 3 mtrs clear from the as of excavation and then returning the excavated soil in 15 cm layer when ewquired into plinths sodes of foundations etc. concolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 20 mtrs. |
| 3 | For Pipeline |
| 4 | Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in:- |
| 5 | Foundation and Plinth. |
| 6 | Providing and laying cement concrete 1:1½:3 ( 1 cement : 1½ sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work in:- |
| 7 | Foundation and Plinth. |
| 8 | Walls (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level. |
| 9 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair finish i/c centring ,shuttering, strutting and propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4 mtrs. & removal of the same for insitu-reinforced concrete work in : |
| 10 | Flat surfaces such as soffits and suspended floors, roofs , landing and the like:- |
| 11 | Vertical surfaces such as walls ( any thickness ) partitions and the like including attached pilasters , buttresses, plinth and string courses and the like . |
| 12 | Providing and laying cement concrete 1:2:4 work (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 13 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilever up to floor two levels. |
| 14 | Providing mild steel/tor Steel reinforcement for R.C.C work including bending , binding and placing in position complete up to floor two level. |
| 15 | White washing with lime on undecorated wall surfaces two coats: |
| 16 | Manfacturing MS Manhole Cover 600x450mm with Frame of MS Angle 50x50x6mm and cover of black sheet 2.00mm thick complete with angle frames, flates etc including welding with locking arrangemets(Locks) (excluding Cement Concrete) |
| 17 | Steel work weidedin built up section, trusses and framed work i/c cutting,hoisting,fittingin position complete in grating ,framed guards & ladders etc. (V.M 40x40x5mm &H.M 25x25x4mm |
| 18 | Making of junction point for distribution system of water at Storage Tanks including all fitting and fixing as per drawing etc.with all leads and lifts as per direction and satisfactions of Engineer in charge |
| 19 | Laying and Jointing in trenches, GMS Tubes (Light Grade), Tube fittings (earth work in trenches to be measured and paid for separately). (Scour Pipe) |
| 20 | 20 mm Dia |
| 21 | 40 mm Dia |
| 22 | 32 mm Dia |
| 23 | Providing and fixing Full way wheel valve/GM Gate valve (with hand wheel) as per IS:780 class upto 300 mm (Including brass spindle ans as per IS:2906 class II for diameter more than 300 mm complete with bolts,nuts,rubber insertion etc.(The tail pieces if required shall be meassured and paid for seperartely) |
| 24 | 15 mm Dia. |
| 25 | 20 mm Dia |
| 26 | 25 mm Dia |
| 27 | 32 mm Dia |
| 28 | 40 mm Dia |
| 29 | Providing smooth finishing in cm 1:2 |
| 30 | Providing and fixing GI Union as per ISI Specifications No 1879-1987 (with latest ammendments ) of various dia complete within all leads and lifts as per the direction to the entire satisfaction of the Engineer-in-charge. |
| 31 | 15 mm Dia. |
| 32 | 20 mm Dia |
| 33 | 25 mm Dia |
| 34 | 32 mm Dia |
| 35 | 40 mm Dia |
| 36 | Providing & fixing G.I. Socket of different dia diameter duly ISI marked complete within all leads and lifts as per the direction of the Enginee-in-charge. |
| 37 | 15 mm Dia. |
| 38 | 20 mm Dia |
| 39 | 25 mm Dia |
| 40 | 32 mm Dia |
| 41 | 40 mm Dia |
| 42 | Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single,/ Multistages centrifugal / reciprocating pumps of standarad make such as KSB/ Mather & Platt/ WASP /Jyoti /Kirloskar/ Beaconweir /BS & BE conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having characterstics as mentioned in item No.1 (A) as under, with impelleres,casing ring, priming funnels & shaft sleeves of bronze, shaft of steel with cast iron casing suitable for operation on the data given below i/c the cost all accessories in all lead & lift & carriage of material at site as per direction of Engineer-incharge.Total Head:- 450 metresDischarge:- 1.5 LPS |
| 43 | Supply and fixing of control panel for 15 HP submersible pump complete withAmp., T.P. volte meter, ameter, and single phase preventor.including entire carriage of material upto all leads and lifts. |
| 44 | Providing and fixing double flanged C.S sluice valve of Leader/KSB/Kirloskar and of 40mm dia for the delivery line of the pump and capable of with standing normal seat pressure as per IS-5312-1884 P-1 with upto date ammendement for Class ASA-300 as per direction of Engineer-in-charge including entire carriage of material upto all leads and lifts. |
| 45 | Supply and fixing submersible cable 6 mm2 to submersible sets.including entire carriage of material upto all leads and lifts. |
| 46 | Electric welding with superrior quality rod GI Pipe of 40mm dia to stop the leakage , including cutting of pipe if required alingement as per site with the help for Generator Set at Site of work. Please Enable Macros to View BoQ information |
