Construction of a volleyball court, MDM tin shed, and interlocking work in the premises of Kasturba Gandhi Girls School, Mudhapande.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.(DSR - 2.25a)

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR - 2.8.1

Cement Concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8graded stone aggregate 40 mm nominal size derived from natural sources)As per SI No-.4.1.8

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4coarse sand) As per DSR No-6.1.1

12mm thick plaster with cement and coarse sand-1:4 (1 cement: 4 coarse sand) AS per DSR-13.4.1

Providing and laying in 1:5:10 (1 Cement : 5 fine sand derived from natural sources : 10graded stone aggregate 40 mm nominal size derived from natural sources excluding the cost of centering and shuttering all work upto plinth level (DSR 2023-.4.1.11)

Providing and laying of 80 mm thick precast Cement concrete I Shape Interlocking paver block with 4 cm thick layer of fine sand including cost of materials, laboure,and T&P etc. pwd Chapter 21 additional item N0 5 (1)

Cement Concrete 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)As per DSR No-.4.1.3

Construction of information piller in brick work with Black Granite stone (2x3) size with B/W in 1:4 in 1.20m.wide wall, 23 to 35 cm thickness & 1.35m. Height above G.L. with plaster in 1:4 as per drawing attached I/C digging & painting of letters ,snowcem two coats & I/C all materials, labour and T&P etc. complete.

E/W embankment in ordinary soil,excavation to be in the form regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm Layers including remming and dressing the surface to required level and slope and also including 1.5M lift and 5.00km lead as directed by the Engineer incharge. as per S.I. No.-(253(a) + 231(a) + 261)

Cement Concrete 1:4:8 in foundation etc. with cement, F/sand and 40 mm gauge Brick ballast i/c supply of all materials, labour and T&P etc. required for proper completion of the work (S.I.No. 275)

Dismantiling old C.C. roof Floor or granolithic floors including base conc. including stacking of disposal of refuse with in distance of 60m. (S.I.No.697)

Mild Steel or iron work in heavy sizes such as trusses, built up gates, door frames and roof work including all steel, bolts and nuts, labour and T&P etc. all complete. (S.I.No. 503)

S/F of galvanized corrugated iron roofing 24 BWG in position including supply of all material , labour and T&P etc complele. (S.I.No.- 536)

M-150 class brick work in 1:4 cement and coarse sand .in super structure including necessary cutting and moldings of half bricks as required and also including supply of all materials, labour and T&P etc. required for proper completion of work ( S.I.No 307a+309+310)

Mild steel or iron in heavy size such as trusses built up gates, door, frames, record racks roof work etc. wrought to required from including drilling holes riveting or welding where necessary and including supply of all steel it's wastage labour T&P etc. required for proper completion of work ( S.I.No 502b)

S/F of 6 to 8mm thick ivory or light shade Vitrified tiles of first quality in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar i/c all complete. (S.I.No.- Ch-14,New item-4)

12mm thick plaster with cement and Coarse sand in 1:4 over brick work including supply of all material, labour T&P etc. required for proper completion of work. ( S.I.No 584 )

Cement concrete with 2 cm guage approved Stone grits, and approved coarse sand and cement in proportion of 4:2:1 including supply of all materials labour T&P etc all comp.pwd SI.N0 279(a)

Wiring point for light with 1.5 sq mm FR PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire, piano type switch & ceiling rose/angle/batten holder on 3 mm thick pheonolic laminated backelite sheet etc. complete in all respect as directed by E/I (S.I.No. 131c)

Wiring point for fan with 1.5 sq mm FR PVC insulated multistrand single core copper conductor cable in PVC conduit pipe concealed in the wall, complete with 14 SWG copper earth continuity wire, piano type switch & ceiling rose/angle/batten holder on 3 mm thick pheonolic laminated backelite sheet etc. complete in all respect as directed by E/I (S.I.No. 133c)

Wiring point for plug with 1.5 sq.mm. PVC insulated single core aluminium conductor cable in heavy gauge rigid steel conduit concrealed in the wall, complete with 8 SWG GI earth continuity wire, piano type switch and socket etc . Complete in all respect including matching colour wash. (S.l.No. 134c)

Supply and fixing fo switch box made up of 16 SWG (1.5 mm) thick M.S. Sheet of 250x250x65 mm size duly painted with red oxide primer and flushed in wall including cutting of brick work. Fixing it to the level with cement sand mortar, including matching colour was with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. As per S.I. No.-163

Supply and fixing fo switch box made up of 16 SWG (1.5 mm) thick M.S. Sheet of 150x150x65 mm size duly painted with red oxide primer and flushed in wall including cutting of brick work. Fixing it to the level with cement sand mortar, including matching colour was with s/o all materials, labour and T&P required for proper completion of work as directed at site by the Engineer in charge. As per S.I. No.-160

Supply and Fixing of power plug with 15 A/250 volt flush type switch and 5 pin 15 A/250 V flush type universal socket in suitable M.S. box of 175 mm x100 mm x50 mm size with phenolic larninated bakelite sheet cover 3 mm thick fixed with brass machine screw and washer. As per S.I. No- 1139

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.(2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire)

Supply and Fixing of 6 Amp to 32 Amp. MCB (10KA) C Curve. As per S.I. No- 1002 CAT(A)

Supply and fixing of electronic fan regulator 120-280 V. ISI marker, on the existing switch board including making connections ,required material,labour T&P etc. for proper completion of work to the satisfaction of Engineer in xharge of work. SI No.-1203(A)

Supply of Ceiling Fan with fan motor of A.C. permanent insulation, capacitor rating conforming BEE 5 Star rating and IS:374/79 and also comply with IS:1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consist of down rod blades, shackle canopies etc and with double ball bearing system. (BEE 5 Star rated - 1200/900 sweep)

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.(DSR - 2.25a)

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per DSR - 2.8.1

12mm thick plaster with cement and coarse sand-1:4 (1 cement: 4 coarse sand) AS per DSR-13.4.1

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture as per Sl no. -13.62.1

Cement Concrete 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)As per DSR No-.4.1.3

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. as per SI no. 10.31

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4coarse sand) As per DSR No-6.1.1

Concrete with the 4 cm guage Brick Ballast, and Fine sand and Cement in proportion of 12:6:1 in foundation and under flooring complete in all. as Pwd S.I No. 273

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