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| 1 | Dag belling work up to 5-7.5 cm depth |
| 2 | Jungle Clearence |
| 3 | जे.सी.बी. मशीन/ट्रेक्टर मय स्क्रेपर द्वारा मिटटी खुदाई कार्य, खोदी हुई मिटटी के डगलों को तोडने (Breaking of clods), घास एवं कंकर, पत्थर को अलग करना (Sorting of grass & pebbles) एवं बण्ड (Bund) का सेक्शन (काट क्षेत्रफल में)/प्रोफाइल संधारित करना मय चढाना एवं उतारना प्रारंभिक लीड 250 मी. एवं लिफ्ट 3 मी. तक। Draft based on chapter 5th of irrigation page number 32 to 34 (दिनाँक 01/02/2017 से मान्य) ईकाई 1 घन मी. मशीनरी कार्य सख्त मिट्टी (in Hard Soil) |
| 4 | 15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्थर की पिचिंग समस्त उठान के साथ, आपूर्ति के साथ । |
| 5 | Sowing of seed on bunds |
| 6 | Cost of Seed Dhaman/Stylohemata |
| 7 | Benching base and disposal of the excavated material including dressing etc. complete within initial lead upto 50m and lift upto 1.5m |
| 8 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (in Hard Soil) |
| 9 | Cement concrete well mixed with cement mortar (1:4:8) laid in position complete including curing with aggregate size upto 20mm . |
| 10 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering wherever required complete in all respect (in boulder,morrum soil) |
| 11 | Add extra over item No. 1 to 8 for disposal of excavated material aboveinitial lift of 1.5m and for every additional lift of 1.5m or part there ofincluding loading and un- loading wherever required |
| 12 | Dressing of uneven embankment in required profile |
| 13 | Random rubble stone masonary in cement mortar 1:6 for |
| 14 | Foundation |
| 15 | Superstructure |
| 16 | Cement concrete well mixed with cement mortar (1:2:4) laid in position complete excluding curing with aggregate size upto 12mm HB. |
| 17 | Watering of earth including cost of carrige of water when source of water is upto 1 KM |
| 18 | Compaction of earth or highly weathered strate by manually or plain roller ( Density 90 % of Proctor) |
| 19 | क्वेरी रविस जिसमें 40 प्रतिशत पत्थर के स्पाल हो या कंकर या घाड़ला को बिछाना तथा आपूर्ति करना, पानी छिड़कना तथा दुरमुट से कूटना। |
| 20 | सीमेन्ट प्लस्टर दीवार पर 1:4 अनुपात में सीमेन्ट - बजरी मिलाकर जोडों को कुरेदने तथा 14 दिन तक नियमित तराई सहित 25मि.मी. मोटाई |
| 21 | Construction of TUBE-WELL upto 100m depth and above in all type of rocks by DTH system and over burden to accomodate casing pipe of following size in all type of soils and over burden including lowering of casing pipe but excludind cost of casing pipe as per IS 2800 (part I & II ) 1979 spwcifications . The work should be completed after obtaining sand free water . The tube well should have a throughout bore as per nominal dia of casing pipe. 250 mm dia Nominal size (minimum bore size of 250 mm ) |
| 22 | Supplying and laying aggregate in layers and profile as specified including all leads & lifts. River gravel 40 to 80 mm size |
| 23 | River gravel 20 to 40 mm size |
| 24 | River gravel upto 20 mm size |
| 25 | Supplying and laying sand in required profile including all lead & lifts. |
| 26 | Supply & fixing Pre cast RCC ring at mouth of recharge shaft of M20 mix with 40 mm thickness 900mm dia |
| 27 | Providing &Fixing rigid PVC pipe dia. 63 mm |
| 28 | S/F of strainer pipes made of ERW MS black pipe ISI mark of 150 mm dia nominal bore size at the site of work including required size of slottings as per IS : 81110- 1985 |
| 29 | Bricks masonary in cement mortar 1:6 for Foundation and Superstructure. |
| 30 | अव्वल दर्जे की पत्थर की पट्टियों की छत डालना, उपर तथा नीचे से जोड़ों में पत्थर की चाप के साथ 1:4 अनुपात में सीमेंट मसाले से भरना |
| 31 | Display board of stone on work site size. 2.00 *2.50 feet and hight 4.00 feet above ground level & Work site photograph (4\\"x6\\") Please Enable Macros to View BoQ information |
