| 1 | 1 | Construction of Tanka with Agore & RTWH Tanka | BI01010001010000000000000515BI0100001112 | | |
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| 2 | 1.01 | Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect (Earth Work by Machinery) Soft/ Loose Soil | BI01010001010000000000000515BI0100001113 | 2114.73 | Cum. |
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| 3 | 1.02 | ??????? ???? ?????? 40 ??????? ?????? ?? ?????? ?? ?? ???? ?? ?????? ?? ?????? ??? ??????? ????, ???? ??????? ??? ?????? ?? ?????? | | 401.006 | Cum. |
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| 4 | 1.03 | ???????? ???????? ???? ?? ???? ??? 40 ??.??. ????? ??? ?? ?????? ??????(crusher broken) ????????-??? ????? , 1 ????????: 5 ???: 10 ????? ?????? ??? ?????? ????? ??? ????? ????, ???? ???? ? ?????? ?? ?????? (crusher broken) ?? ??? | BI01010001010000000000000515BI0100001114 | 374.224 | Cum. |
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| 5 | 1.04 | ???? ??? ?????? ??? ?????? ?? ?? ?????-???? ??????-???? ????? ???, ?? ??? ?? ???? ????? ???? ??? ???? ??? ????? ?????? ???? 1:8 | BI01010001010000000000000515BI0100001115 | 188.996 | Cum. |
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| 6 | 1.05 | ???? ??? ?????? ??? ?????? ?? ?? ?????-???? ??????-???? ????? ???, ?? ??? ?? ???? ????? ???? ??? ???? ??? ????? ?????? ???? 1:6 | BI01010001010000000000000515BI0100001118 | 631.269 | Cum. |
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| 7 | 1.06 | ?????? ?? ????? (?????) ?? ??????? ??, ????? ??? ????? ?? ?? ????? ??? ??? ?????? 100 ?? 150 ???? ????? | BI01010001010000000000000515BI0100001119 | 83.425 | Sqm. |
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| 8 | 1.07 | ????? ????? ?? ????? ?? ???????? ?? ?? ?????, ??? ??? ???? ?? ?????? ??? ????? ?? ??? ?? ??? 1:4 ?????? ??? ?????? ????? ?? ???? upto 1.5 m span | BI01010001010000000000000515BI0100001120 | 530.165 | Sqm. |
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| 9 | 1.08 | 50 ???? ????? ??? ?????? ??????? 1:2:4 ?????? ?????? 1 ?????? 2 ???? 4 ?????? ?? ?? ??? ?? 12 ??. ????? ?????? ?? ??? ?????? ?????, ?????, ????? ??? ???? ??? ????? ?????? ?? ?????? | BI01010001010000000000000515BI0100001121 | 3702.91 | Sqm. |
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| 10 | 1.09 | ?????? ?????????? ????? ?? 1:6 ?????? ??? ??????-???? ?????? ?????? ?? ??????? ??? 14 ??? ?? ?????? ???? ????? 20 ???? | BI01010001010000000000000515BI0100001122 | 2341.95 | Sqm. |
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| 11 | 1.1 | ?????? ?? ??? ?? ??? ?? ???? ?? ?????? (Exposed) ??? 1:3 ?????? ??? ?????? ???? ????? ??? ?? 14 ??? ?? ?????? ???? ??? ?????? ?? ??? | BI01010001010000000000000515BI0100001123 | 854.698 | Sqm. |
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| 12 | 1.11 | ?????/??? ??? ??? ???? ?? ????? ?????? ???? ??????, ?? ??? ??????? (????), ?? ?????, ?????? ??? ????? ???? | BI01010001010000000000000515BI0100001124 | 555 | KG |
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| 13 | 1.12 | Supply & Fixing of Plastic Cover | BI01010001010000000000000515BI0100001125 | 55 | No. |
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| 14 | 1.13 | Supply & Fixing of Stone Slabs for Wire Jali Fencing. | BI01010001010000000000000515BI0100001126 | 216.45 | Sqm. |
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| 15 | 1.15 | ???????? ???? ?? ???(Size 12 guage wire and 12 guage strad/12 guage wire and 14 guage strad/14 guage | BI01010001010000000000000515BI0100001127 | 684.241 | KG |
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| 16 | 1.16 | Supply and Fixing of Wire mess Jali 13 gauge 4inch*4inch mess size and 4 foot height | BI01010001010000000000000515BI0100001128 | 1407.81 | m |
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| 17 | 1.17 | ????? ?????? (RD) ( ???????? ??? ????? ?? ???(27m ?? ??? 1.89) ) | BI01010001010000000000000515BI0100001129 | 5631.22 | m |
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| 18 | 1.18 | 110 ???? ?????? ?? ??.??.??. ???? ?? ????? ?? ???? ?????? ??????? ????? | BI01010001010000000000000515BI0100001130 | 605.4 | m |
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| 19 | 1.19 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (2 or more coats) over and including scrapping and priming coat with cement primer. | BI01010001010000000000000515BI0100001131 | 898.488 | Sqm. |
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| 20 | 1.2 | S/F Work Board / Inaugration Board | BI01010001010000000000000515BI0100001132 | 14.85 | Sqm. |
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| 21 | 1.21 | Contigency | BI01010001010000000000000515BI0100001133 | 1 | No. |
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| 22 | 2 | Construction of Mini Percolation Tank | | | |
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| 23 | 2.01 | ????????? ???? (5 ????. ?? 7.5 ????. ????? ?? ) | | 410 | RM |
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| 24 | 2.02 | ???? ?? ????, ?????? ???????? ??? ???????? ?? ????? ????? | | 2116.16 | Sqm. |
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| 25 | 2.03 | Earth work for bund in hard soil dry or moist soil inciuding laying in layers of 15cm breaking of ciods dressing to required profile with manual compaction initial lead of 30m and lift 15m | | 4549.16 | Cum. |
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| 26 | 2.04 | Earth work for excavation in hard soil dry or moist soil inciuding laying in layers of 15cm breaking of clods dressing to required profile with manual compaction initial lEad of 30m and lift 15m | | 5.74 | Cum. |
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| 27 | 2.05 | ???????? ???????? ???? ?? ???? ??? 40 ??.??. ????? ??? ?? ??????? ??????(crusher broken)/?? ????? , ????????- ??? ????? ??? 1 ???????? : 4 ??? : 8 ?????? ?????? ??? ????? ??? ????? ???? , ???? ???? ? | | 2.949 | Cum. |
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| 28 | 2.06 | ???? ??? ?????? ??? ?????? ?? ?? ?????-???? ??????-???? ????? ???, ?? ??? ?? ???? ????? ???? ??? ???? ??? ????? 1:6 | | 11.247 | Cum. |
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| 29 | 2.07 | ?????? ??????? 1 ?????? : 2 ???? : 4 ?????? ???????? ?????? ??? 12 ???? ????? ??? ?? ???????? ?? ??? ?????,????? ??? ???? ??? ???? ? | | 1.09 | Cum. |
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| 30 | 2.08 | ???????? ????????? ????? ?? 1:4 ?????? ??? ???????? - ???? ?????? ????? ?? ??????? ??? 14 ??? ?? ?????? ???? ???? | | 28.605 | Sqm. |
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| 31 | 2.09 | ??????? ??????? ?? ???? ????? ????? ???? ???????? ?? ???????, ????? ?????, ?? ??????? ?? ??? ?? ???? ??? ?? ?????? ?? ????,???? ??? ?? ????? ????????? ?????? ?? 50 ???? ?? ????????? ????? | | 35 | Sqm. |
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| 32 | 2.1 | 15 ?? 30 ???? ???? ?????? ?? ????? ??? ??? ?????? ?? ?????? ?????? ???? ?? ???, ??????? ?? ??? ? | | 100.49 | Cum. |
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| 33 | 3 | Construction of Masonry Checkdam | | | |
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| 34 | 3.01 | uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feêh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feêh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feêh ls Hkjuk rFkk cph gqbZ feêh dks 50 ehVj dh nwjh rd fuLrkj.k djukA 2 c | | 35.91 | Cum. |
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| 35 | 3.02 | lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh ¼dzs'kj ls rksMh xbZ½@bZV fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4 jsr % 8 fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA 10 ¼v½ | | 6.27 | cum |
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| 36 | 3.03 | ???? ??? ?????? ??? ?????? ?? ?? ?????-???? ??????-???? ????? ???, ?? ??? ?? ???? ????? ???? ??? ???? ??? ????? 1:6 | | 41.61 | cum |
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| 37 | 3.04 | ???????? ????????? ????? ?? 1:6 ?????? ??? ???????? - ???? ?????? ????? ?? ??????? ??? 14 ??? ?? ?????? ???? ???? | | 60.8 | sqm |
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| 38 | 3.05 | ?????? ??????? 1 ?????? : 2 ???? : 4 ?????? ???????? ?????? ??? 12 ???? ????? ??? ?? ???????? ?? ??? ?????,????? ??? ???? ??? ???? ? | | 33.18 | sqm |
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| 39 | 3.06 | ??????? ??????? ?? ???? ????? ????? ???? ???????? ?? ???????, ????? ?????, ?? ??????? ?? ??? ?? ???? ??? ?? ?????? ?? ????,???? ??? ?? ????? ????????? ?????? ?? 50 ???? ?? ????????? ????? | | 20.9 | sqm |
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| 40 | 3.07 | lhesaV dkdhaV 1 lhesaV % 2 ctjh % 4 iRFkj ,xzhxsV vuqikr es 12 fe-eh- ukeh; eki dh ,xzhxsV ds lkFk MkyukA by mixture & vibrator 13 (A) | | 0.29 | sqm |
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| 41 | 3.08 | 15 ?? 30 ???? ???? ?????? ?? ????? ??? ??? ?????? ?? ?????? ?????? ???? ?? ???, ??????? ?? ??? ? | | 1.16 | cum |
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| 42 | 3.09 | ????????? ???? (5 ????. ?? 7.5 ????. ????? ?? ) | | 107 | RM |
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| 43 | 3.1 | ???? ?? ????, ?????? ???????? ??? ???????? ?? ????? ????? | | 810 | sqm |
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| 44 | 3.11 | csafpax csl dk;Z gsrq feV`Vh dh [kqnkbZ ,oa [kksnh gqbZ feVVh dks ckgj fudkyuk izkjfEHkd yhM 50 eh- ,oa mBko 1-50 eh- ¼ch,lvkj ty lalk/ku foHkkx 2014 psIVj 5 vkbZVe ua- 22½ | | 101.25 | cum |
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| 45 | 3.12 | Earth work in rough (borrow area) excavation for embankment in hard soil, Morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted manually or by plain roller with initial lead of 250 m and lift up to 1.5m (excluding charges for compaction and watering), including loading and un-loading wherever required complete in all respect. ¼ch,lvkj ty lalk/ku foHkkx 2020 psIVj 5 vkbZVe ua- 16½ | | 392.64 | cum |
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| 46 | 3.13 | Compaction of earth or highly weathered strata By manually or plain roller. (density 90% of Proctor) ¼ch,lvkj ty lalk/ku foHkkx 2020 psIVj 5 vkbZVe ua- 19 a½ | | 392.64 | cum |
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| 47 | 3.14 | Dressing of uneven embankment in required profile ¼ch,lvkj ty lalk/ku foHkkx 2020 psIVj 5 vkbZVe ua- 24½ | | 405 | sqm |
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| 48 | 3.15 | Watering of earth including cost of carriage of water when source of water is up to 3 Km ¼ch,lvkj ty lalk/ku foHkkx 2020 psIVj 5 vkbZVe ua- 29 b½ | | 392.64 | cum |
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| 49 | 3.16 | ?kkl ds cht dh vkiwfrZ ¼cktkj nj½ 1 fdyks@ykbu izfr 100 eh- ¼ 6 ykbu esa ½ | | 3.21 | kg |
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| 50 | 3.17 | ?kkl ds cht dh cqokbZ 6 ykbZu es ¼vkbZVe ua- 159½ | | 321 | RM |
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