|
| 1 | PHOTO GRAPHY BEFORE AND DURING THE WORK INCLUDING THE VIDEOGRAPHY |
| 2 | SUPPLY & FIXING OF SIGN BOARD |
| 3 | Dewatering of the Pond |
| 4 | SUPPLY AND FIXING OF R.C.C. / PRECAST BENCH AS PER MARKEET RATE. |
| 5 | Earth work in excavation in ordinary soil with pocKlain machine and shifting on the bund by Tractor and Trolly as the directed by the engineer incharge (BUND QTY +FILLING QTY). |
| 6 | Earth work in excavation in Slush with pocKlain machine and shifting by Tractor and Trolly as the directed by the engineer incharge . |
| 7 | Dressing of the bund 100% |
| 8 | E/W in excavation in ord soil with Pocklain machine and shifting to gram panchayat by tractor trolly |
| 9 | Shifted the Rest qty of the earth to gram panchayat up to 2.0 km distance as SI 261(B +231A) (QTY HANDOVER TO GP+ QTY OF SLUSH) |
| 10 | Excavation in foundation in ordinary soil i\c lift upto 1.5 and lead upto 30 m etc all comp work |
| 11 | P,C.C. 1:4:8 C/S MORTAR WITH STONE BALLAST 20 MM TO 40 MM GAUGE |
| 12 | Laying of the GSB in the base of Interlocking work rate as per Analysis. |
| 13 | M-150 B/W IN 1:4 CEMENT & C/SAND ETC ALL COMP. WORK |
| 14 | 12 MM THICK PLASTER IN 1:4 CEMANT AND C/SAND ETC ALL COMP. WORK |
| 15 | C.C IN 1:2:4 CEMENT,C/SAND WITH 20 MM GAUGE S/GRIT ETC ALL COMP. WORK AS SI 279A . |
| 16 | SUPPLY OF RCC HUME PIPE NP-3 (S&S TYPE ) ISI MARK PWD SOR S.I NO. NEW ITEM PAGE NO.7 (600 MM) |
| 17 | LAYING AND FIXING OF HUME PIPE (600MM) IN POSITION(LABOUR ONLY ) JOINTING WITH JUTE AND STIFF MIXTURE I/C LABOUR AND T& P ETC ALL COMPL. WORK AS PER PWD SOR SI NO19.10 (V). |
| 18 | SUPPLY OF RCC HUME PIPE NP-3 (S&S TYPE ) ISI MARK PWD SOR S.I NO. NEW ITEM PAGE NO.8 (900 MM) |
| 19 | LAYING AND FIXING OF HUME PIPE IN POSITION(LABOUR ONLY ) JOINTING WITH JUTE AND STIFF MIXTURE I/C LABOUR AND T& P ETC ALL COMPL. WORK AS PER PWD SOR SI NO 9C.(900 MM) |
| 20 | SUPPLY AND LAYING OF 80 MM THICK ISI MARKED CONFIRMING TO IS 15658- 2006 I SHAPED MECHANICALLY COMPRESSED INTERLOCKING CEMENT CONCRETE PAVER BLOCKS SMOOTH HIGH GLOSS SKID RESISTANT MANUFACTURED FROM RUBBER MOULD THROUGH VIBRO COMPRESSION MECHANISM HIGH PRESSURE AND CONTROL VIBRATION MACHINE I/C 4CM TH LAYER OF THE LOCAL SAND. |
| 21 | S/F of MS angle of 50*50*6 mm as SI 503. |
| 22 | Fencing with RCC Postplaced at required distance GI Binding wiretied to 6mm bar nibs per meter cost of total length of barbed wire as DSR NO 16.17.1 (DSR 2019) Please Enable Macros to View BoQ information |
