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| 1 | Site Clearancewith clearing jungle including uprooting of vegetation grass, bush wood trees as chapter 4 S.I. No.259 |
| 2 | Boring of pile hole 300 mm diameter ,3.50 m deep single under reamed of 50 cm diameter I/c all as directed by engineer in charge. (chapter no. 4new item 3) |
| 3 | R.C.C. workin 1:1½ :3 cement, coarse sand and 20mm gauge stone grit including all completefor Pile & Plinth beam etc. (chapter 5 no.as S.I. No. 283 (1) |
| 4 | Class-150 brick work in 1:4 cement & fine sand mortar in foundation and plinth I/c all complete as chapter 6as S.I. No. 305 |
| 5 | R.C.C. workin 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all completebut for T beam roof and column etc. (chapter no. 5as S.I. No. 288 (1)) |
| 6 | R.C.C. workin 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all completeforbut forLighter beam etc. (chapter 5as S.I. No. 285(1)) |
| 7 | Class-150 brick work in 1:6 cement & fine sand mortar in Super structure for wall of one brick thick I/c all complete etc. (chapter 6as S.I. No. 303+309+310) |
| 8 | R.C.C. workin 1:1½:3 cement, coarse sand and 20mm gauge stone grit including all completeforbut for slab as chapter 5as S.I. No. 284(1) |
| 9 | M.S. or iron work (Tor or plain bar) in plain work such as R.C.C. /R.B. workI/c all complete as directed by engineer in charge as chapter 10 as SI No. 504 |
| 10 | 15 mm cement concrete topping 1:2 ( 1 cement, 2 stone aggregate of size 4.75 mm and below by volume) laid over and finished monolithic with structure slab.chapter 14 as SI no 14.66 |
| 11 | Plaster 12mm thick with cement, fine sand mortar in proportion of1:6 in fair side of wall I/c all complete as directed by engineer in charge etc. (chapter 13 as SI no 17.58 (iii)) |
| 12 | Plaster 15 mm thick with cement, fine sand mortar in proportion of1:6 in rough side of wall I/c all complete as directed by engineer in charge etc. (chapter 13 as SI no 17.59 (iii)) |
| 13 | E/W in embankment in B.C. soil lead up to 30mAnd lift up to 1.5m including all complete. but earth carted from 1 km distance |
| 14 | Local Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as chapter 4 SI No. 255 |
| 15 | Cement Concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c supply of all material, Labour and T&P etc. required for proper completion of the work. as chapter 5 SI No. 281 |
| 16 | Laying of 80 mmthick cement concrete paver block (interlock bricks) with 40 mm thick stone dust including preaparation of base and joint filling all complete. |
| 17 | Brick on edge floor with class 150 brick laid dry joint sand filling including all complete as directed by engineer in charge as S.I.no .615 (chapter 14) |
| 18 | Finishing of wall with water proof cement paint of approved make and quality on new work with two coatfor each coat of water proof cement paint after the first coat to give an even shadeI/c all complete as directed by engineer in charge chapter 15 SI No. 660+661 |
| 19 | Supply and fixing of Add Sign board / Sila Patt & photography etc. (For Estimate Purpuse) |
| 20 | Earth workin filling in sub grade ,earth transported from 1.00 km distance & mechanically compacting with road roller or iron hammer I/c hire and fuel charges of roller and I/call materials, labour , T&P , all taxes etc all complete as per directed by Engineer in charge. |
| 21 | Local Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as chapter 4 SI No. 255 |
| 22 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel rollerto achieve the desired density complete as per technical specification Clause 401. |
| 23 | Laying of 80 mmthick cement concrete paver block (interlock bricks) with 40 mm thick stone dust including preaparation of base and joint filling all complete. |
| 24 | Earth work in excavation in Foundation in B.C. soil Lead up to 30 m and lift up to 1.50 m I/C all complete as per directed by Engineer in charge. |
| 25 | Local Sand filling in foundation or plinth I/c all complete with local sand I/c all complete as directed by engineer in charge as chapter 4 SI No. 255 |
| 26 | Cement Concrete with 4cm gauge approved stone ballast, approved coarse sand and cement in proportion of 8:4:1 i/c supply of all material, Labour and T&P etc. required for proper completion of the work. as chapter 5 SI No. 281 |
| 27 | Class-150 brick work in 1:4 cement & fine sand mortar in foundation and plinth I/c all complete as chapter 6as S.I. No. 305 |
| 28 | C.C. workin 1:2:4 cement, coarse sand and 20mm gauge stone grit including all complete work etc as chapter 5as S.I. No. new item (a) |
| 29 | सामग्री भण्डारण स्थल से हैण्डपम्प मशीन, 110 एम0म0 पी0वी0सी0 पाइप एंव जी0आई0 पाइप आदि कार्य स्थल तक ले आना। (कार्य स्थल की सामग्री भण्डारण स्थल से दूरी के अनुसार) |
| 30 | हैण्डपम्प अधिष्ठापन कार्य हेतु आवश्यकत सामग्री की निम्नानुसार आपूर्ति हैण्डपम्प मशीन सेट कम्पलीट |
| 31 | 110 एम0एम0 पी0वी0सी0 पाइप 10 किग्रा सेमी2%10 प्रतिशत) |
| 32 | 32 एम0एम0 का मीडियम क्वालिटी का जी0आई0 पाइप |
| 33 | इण्डिया मार्क - हैण्डपम्प के पार्टस |
| 34 | पाम एण्ड प्रेशर विधि द्वारा छिद्रण कार्य यंत्र संयत्र का किराया गढढे को खोदना तथा तिपाई सीढ़ी आदि खड़ा करने का कार्य |
| 35 | पाम एण्ड प्रेशर विधि से 150 एम.एम. व्यास के सख्त एंव कंकर मिश्र्रित मिटटी में छिद्रण का कार्य 00&15 |
| 36 | 15&30 |
| 37 | 30&45 |
| 38 | 45&60 |
| 39 | पी0वी0सी0 पाईप 110 एम0एम एसेम्बली छ्रिद्रित बोर में लोअर करना 00&15 |
| 40 | 15&30 |
| 41 | 30&45 |
| 42 | 45&60 |
| 43 | कोर्स सैण्ड की आपूर्ति एंव इसे छिद्रित बोर तथा ब्लाइण्ड पाईप के बीच की जगह में चारो ओर डालना |
| 44 | इण्डिया मार्क प्प् हैण्डपम्पों को जी.आई.पाइप एंव कनेक्टिंग के साथ अधिष्ठापित करना। |
| 45 | हैण्डपम्प अधिष्ठापन के बाद हैण्डपम्प का इंजीनियर इन्चार्ज की संतुष्टि तक विकास कार्य। |
| 46 | विकास कार्य के बाद डिस्फेक्शन कार्य सामग्री सहित |
| 47 | अ-प्री-कास्ट प्लेटफार्म की आपूर्ति |
| 48 | ब-प्री-कास्ट नाली की आपर्ति। |
| 49 | अ-प्री-कास्ट प्लेटफार्म फिक्स करना |
| 50 | ब-प्री-कास्ट नाली को फिक्स करना |
| 51 | इम्बोसिंग कार्य |
| 52 | जल परीक्षण कार्य |
