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| 1 | CCT |
| 2 | Mkxcsfyax djuk 5 lseh ls 7-5 lseh xgjkbZ rd ¼thds,u ch,lvkj 2023- vkbZVe ua- 6 ch ist ua- 1½ |
| 3 | ts-lh-ch e\"khu @ VªSDVj e; Ldzsij }kjk feV~Vh [kqnkbZ dk;Z [kksnh xbZ feV~Vh dks 15 lseh ijr esa nckuk ,oa c.M dk lsD\"ku ¼dkV {ks=Qy esa½ @ izksQkbZy la/kkfjr djuk e; p |
| 4 | ¼v½ l[r feV~Vh fpduh feV~Vh ¼20 izfr\"kr½¼thds,u 2024 vkbZVe ua- 196 ch ist ua- 1½ |
| 5 | lw[kh ;k xhyh feV~Vh [kqnkbZ dk;Z dVkbZ esa e; HkjkbZ] [kkyh djkbZ o [kqnh gqbZ feV~Vh dk fuLiknu izkjfEHkd yhM 50 eh- o mBkku 1-5 eh- fuLiknhr feV~Vh dks lery ;k njslh djuk ,oa vko\";drkuqlkj Mh okVfjax djukA |
| 6 | ¼v½ lk/kkj.k feV~Vh] dadj@cksYMj] ewjeZ ¼30izfr\"kr½ ¼ch,lvkj ty lalk/ku foHkkx½ ¼vkbZVe ua- 1 lh ist ua- 12½ |
| 7 | lw[kh ;k xhyh feV~Vh [kqnkbZ dk;Z dVkbZ esa e; HkjkbZ] [kkyh djkbZ o [kqnh gqbZ feV~Vh dk fuLiknu izkjfEHkd yhM 50 eh- o mBkku 1-5 eh- fuLiknhr feV~Vh dks lery ;k njslh djuk ,oa vko\";drkuqlkj Mh okVfjax djukA |
| 8 | ¼c½ uje@fo?kVhr pV~Vku ¼ 50 izfr\"kr ½ ch,lvkj ty lalk/ku foHkkx ¼vkbZVe ua- 2 v ist ua- 13½ |
| 9 | LVkbZyks ?kkl ds cht dh vkiwfrZ ¼cktkj nj½ 1 fdyks@ykbu izfr 100 eh- ¼ 2 ykbu esa ½ |
| 10 | [email protected] ds cht dh vkiwfrZ ¼ou foHkkx ch,lvkj vkbZVe la[;k 24@35 ist la 4½ 1 fdyks@ykbu izfr 100 eh- ¼ 2 ykbu esa ½ |
| 11 | LVkbZyks ?kkl ds cht dh cqokbZ 2 ykbZu es¼thds,u 2024 vkbZVe ua- 159½ |
| 12 | [email protected] ds cht dh cqokbZ 2 ykbZu es¼thds,u 2024 vkbZVe ua- 159½ |
| 13 | DCCT |
| 14 | Mkxcsfyax djuk 5 lseh ls 7-5 lseh xgjkbZ rd ¼thds,u ch,lvkj 2023- vkbZVe ua- 6 ch ist ua- 1½ |
| 15 | ts-lh-ch e\"khu @ VªSDVj e; Ldzsij }kjk feV~Vh [kqnkbZ dk;Z [kksnh xbZ feV~Vh dks 15 lseh ijr esa nckuk ,oa c.M dk lsD\"ku ¼dkV {ks=Qy esa½ @ izksQkbZy la/kkfjr djuk e; p |
| 16 | ¼v½ l[r feV~Vh fpduh feV~Vh ¼ 20izfr\"kr½¼thds,u 2024 vkbZVe ua- 196 ch ist ua- 1½ |
| 17 | lw[kh ;k xhyh feV~Vh [kqnkbZ dk;Z dVkbZ esa e; HkjkbZ] [kkyh djkbZ o [kqnh gqbZ feV~Vh dk fuLiknu izkjfEHkd yhM 50 eh- o mBkku 1-5 eh- fuLiknhr feV~Vh dks lery ;k njslh djuk ,oa vko\";drkuqlkj Mh okVfjax djukA |
| 18 | ¼v½ lk/kkj.k feV~Vh] dadj@cksYMj] ewjeZ ¼30izfr\"kr½¼ch,lvkj ty lalk/ku foHkkx½ ¼vkbZVe ua- 1 lh ist ua- 12½ |
| 19 | lw[kh ;k xhyh feV~Vh [kqnkbZ dk;Z dVkbZ esa e; HkjkbZ] [kkyh djkbZ o [kqnh gqbZ feV~Vh dk fuLiknu izkjfEHkd yhM 50 eh- o mBkku 1-5 eh- fuLiknhr feV~Vh dks lery ;k njslh djuk ,oa vko\";drkuqlkj Mh okVfjax djukA |
| 20 | ¼c½ uje@fo?kVhr pV~Vku ¼ 50 izfr\"kr ½ ch,lvkj ty lalk/ku foHkkx ¼vkbZVe ua- 2 v ist ua- 13½ |
| 21 | LVkbZyks ?kkl ds cht dh vkiwfrZ ¼cktkj nj½ 1 fdyks@ykbu izfr 100 eh- ¼ 2 ykbu esa ½ |
| 22 | [email protected] ds cht dh vkiwfrZ ¼ou foHkkx ch,lvkj vkbZVe la[;k 24@35 ist la 4½ 1 fdyks@ykbu izfr 100 eh- ¼ 2 ykbu esa ½ |
| 23 | LVkbZyks ?kkl ds cht dh cqokbZ 2 ykbZu es¼thds,u 2024 vkbZVe ua- 159½ |
| 24 | [email protected] ds cht dh cqokbZ 2 ykbZu es¼thds,u 2024 vkbZVe ua- 159½ |
| 25 | Staggered Trench |
| 26 | Mkxcsfyax djuk 5 lseh ls 7-5 lseh xgjkbZ rd ¼thds,u ch,lvkj 2023- vkbZVe ua- 6 ch ist ua- 1½ |
| 27 | ts-lh-ch e\"khu @ VªSDVj e; Ldzsij }kjk feV~Vh [kqnkbZ dk;Z [kksnh xbZ feV~Vh dks 15 lseh ijr esa nckuk ,oa c.M dk lsD\"ku ¼dkV {ks=Qy esa½ @ izksQkbZy la/kkfjr djuk e; p |
| 28 | ¼v½ l[r feV~Vh fpduh feV~Vh ¼thds,u 2024 vkbZVe ua- 196 ch ist ua- 1½ |
| 29 | lw[kh ;k xhyh feV~Vh [kqnkbZ dk;Z dVkbZ esa e; HkjkbZ] [kkyh djkbZ o [kqnh gqbZ feV~Vh dk fuLiknu izkjfEHkd yhM 50 eh- o mBkku 1-5 eh- fuLiknhr feV~Vh dks lery ;k njslh djuk ,oa vko\";drkuqlkj Mh okVfjax djukA |
| 30 | ¼v½ lk/kkj.k feV~Vh] dadj@cksYMj] ewjeZ¼ch,lvkj ty lalk/ku foHkkx½ ¼vkbZVe ua- 1 lh ist ua- 12½ |
| 31 | lw[kh ;k xhyh feV~Vh [kqnkbZ dk;Z dVkbZ esa e; HkjkbZ] [kkyh djkbZ o [kqnh gqbZ feV~Vh dk fuLiknu izkjfEHkd yhM 50 eh- o mBkku 1-5 eh- fuLiknhr feV~Vh dks lery ;k njslh djuk ,oa vko\";drkuqlkj Mh okVfjax djukA |
| 32 | ¼c½ uje@fo?kVhr pV~Vku ch,lvkj ty lalk/ku foHkkx ¼vkbZVe ua- 2 v ist ua- 13½ |
| 33 | LVkbZyks ?kkl ds cht dh vkiwfrZ ¼cktkj nj½ 1 fdyks@ykbu izfr 100 eh- ¼ 2 ykbu esa ½ |
| 34 | [email protected] ds cht dh vkiwfrZ ¼ou foHkkx ch,lvkj vkbZVe la[;k 24@35 ist la 4½ 1 fdyks@ykbu izfr 100 eh- ¼ 2 ykbu esa ½ |
| 35 | LVkbZyks ?kkl ds cht dh cqokbZ 2 ykbZu es¼thds,u 2024 vkbZVe ua- 159½ |
| 36 | [email protected] ds cht dh cqokbZ 2 ykbZu es¼thds,u 2024 vkbZVe ua- 159½ |
| 37 | Anicut Renovation |
| 38 | 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 |
| 39 | Hard soil mixed with Kankar / boulders, Morrum |
| 40 | Soft / Disintegrated rock |
| 41 | Hard rock not requiring blasting |
| 42 | Cement concrece (1:3:6) well mixed & laid in position complete including curing and finishing etc. Complete. |
| 43 | R.R.Stone masonary in cement mortar (1:6) including curing & finishing etc. |
| 44 | Cement concrete(1:2:4) well mixed and laid in position complete including curing and finishing. |
| 45 | 25MM thick cement plaster in cement sand mortar (1:4) including racking of joints smooth finishing and curing of etc. Complete |
| 46 | Earth backfill by murrum/black cotton soil I/c loading, unloading and lead of 3 Km |
| 47 | Centering and shuttering work upto 4.5 m height for lamina concerting work |
| 48 | Sunkan Pond |
| 49 | Mkx csfyax djuk 5-0 lseh- ls 7-5 lseh- xgjkbZ rd GKN24-25 Item No. 6 b |
| 50 | 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. |
| 51 | ¼v½ l[r feV~Vh fpduh feV~Vh¼thds,u 2024vkbZVe ua- 196 ch ist ua- 1½ |
| 52 | ¼c½ lk/kkj.k feV~Vh] dadj@cksYMj] ewjeZ¼ch,lvkj ty lalk/ku foHkkx 2023½ ¼vkbZVe ua- 1 lh ist ua- 14½ |
| 53 | ¼l½ uje@fo?kVhr pV~Vku ch,lvkj ty lalk/ku foHkkx 2023 ¼vkbZVe ua- 2 v ist ua- 14½ |
| 54 | Sub Surface Barrier |
| 55 | 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 WDR BSR-2023 |
| 56 | Hard soil mixed with Kankar / boulders, Morrum WDR BSR-2023 1C/CH-5 |
| 57 | Soft / Disintegrated rock WDR BSR-2023 2A/CH5 |
| 58 | Hard rock not requiring blasting WDR BSR-2023 2B/CH-5 |
| 59 | Cement concrece (1:3:6) well mixed & laid in position complete including curing and finishing etc. Complete. RDPR BSR-2024/IT-170B |
| 60 | Stone kharanja in cement mortar (1:6) including curing etc. complete. RDPR BSR-2024/IT-149B |
| 61 | R.R.Stone masonary in cement mortar (1:6) including curing & finishing etc. completeRDPR BSR-2024/IT-166A |
| 62 | Cement concrete(1:2:4) well mixed and laid in position complete including curing and finishing. RDPR BSR-2024/IT-13A |
| 63 | 25MM thick cement plaster in cement sand mortar (1:4) including racking of joints smooth finishing and curing of etc. Complete RDPR BSR-2024/IT-76A |
| 64 | Earth backfill by murrum/black cotton soil I/c loading, unloading and lead of 3 Km wrd BSR-2023/ch-5-IT-13 |
| 65 | Centering and shuttering work upto 4.5 m height for lamina concerting work RDPR BSR-2023/IT-93-b |
| 66 | Dry stone pitching to D\S ofH.W.E. (L+R) RDPR BSR-2024/IT-167 |
| 67 | RTWHS |
| 68 | नीव, खाई,परनाला में 1.5 गहराई तक मिट्टी की खुदाई करना , तल को कूटना , पानी डालना, बगल को संवारना , खुदी मिट्टी को बाहर निकालना, नीव भरने के बाद खाली स्थानों को पुन: मिट्टी से भरना तथा बची हुई मिटटी को 50 मीटर की दूरी तक निस्तारण करना l सख्त, चिकनी,कंकर मिट्टी में (rdpr bsr2024-25/itm no.2b) |
| 69 | सीमेंट कंक्रीट 1 सीमेंट : 2 बजरी : 4 पत्थर एग्रीगेट अनुपात में 12 मिमी नामीय माप की एग्रीगेट के साथ डालना,कूटना तथा तराई आदि सहित । rdpr bsr2024-25/itm no.16) |
| 70 | 110 मिमी व्यास के पी.वी.सी. पाईप का डालना मय अन्य आवश्यक सामग्री साहित (rdpr bsr2023-24/itm no.181 ) |
| 71 | Nr ls cjlkr dk ikuh ty laxzg.k Vkadk esa ,df=r djus ls igys fQYVj djus gsrq ih oh lh fQYVj dh vkiwfrZ dj yxkus dk dk;Z A |
| 72 | Construction of Tube-well upto 100 meter depth and above in all type of rocks by DTH system and over burden to accommodate casing pipe of following sizes in all types of soil and over burdens including lowering of casing pipes but excluding cost of casing pipes as per IS: 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have throughout bore as per nominal dia of casing pipe.200 mmdia nominal bore.( item no. 4.2.4 s-4 pwdbsr 2022) |
| 73 | Supply of ERW M.S. block casing pipe ISI marked (IS: 4270/1992) of grade Fe 410 of following sizes at site of work. .(Nominal bore of pipe 200 mm ,outside dia of pipe 219mm Thikness 5.4 mm ) (item no. 4.5.4 s-4 pwdbsr 2022) |
| 74 | S & F tube well cover of MS sheet ( 6mm thick) with nuts and bolts complete for casing size 200 mm diaPWD BSR 2022 4.8.4 |
| 75 | Board |
