Anicut, MPT, Talai, PCD, Gavion Structure, Recharge Shaft RTWHS Construction Work in Block Karauli (34 Works)

PMKSY 2.0 Work -

5 ls 7-5 lseh- xgjkbZ dk Mkxcsfyax dk;Z ¼ch,lvkj th-ds-,u- 2025&26 vkbZVe ua- 6¼c½½

taxy dh lQkbZ] lk/kkj.k ouLifr rFkk >kfM;ksa dks dkaVus lfgr ¼thds,u 2025&26 vkbZVe ua- fofo/k 191½

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 2023 vkbZVe ua- 20 ist 14½ ( Rs. 97.00 in Bsr, 10% Contractor Profit Less)

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. dksj oky HkjkbZ ¼ch,lvkj thds,u 2025&26 vkbZVe ua- fofo/k 196 ¼c½½

esU;qvyh o Iysu jksyj }kjk feV~Vh dk nckuk ¼izksDVj ?kuRo 90 izfr'kr½ ¼ch,lvkj ty lalk/ku foHkkx 2023 vkbZVe ua- 18 v ist 14½ (Rs. 25.00 in Bsr, 10% Contractor Profit Less)

feV~Vh esa ikuh Mkyuk e; ifjogu vkSlr nwjh 1 fd-eh- ¼ch,lvkj ty lalk/ku foHkkx 2023 vkbZVe ua- 28 v½ (Rs. 12.60 in Bsr, 10% Contractor Profit Less)

Excavation including loading, unloading, disposal and dressing of excavated earthwithin initial lead of 50m and lift up to 1.5m including dressing of excavated area and dewatering whereve required complete in all respect (a) Soft/Loose soil (WRD BSR 2023 Item No. 1 (A) ,(Chapter No.V)(10% Deduct)

क्‍वेरी रविस जिसमें 40 प्रतिशत पत्‍थर के स्‍पाल हो या कंकर या घाड़ला को बिछाना तथा आपूर्ति करना, पानी छिड़कना तथा दुरमुट से कूटना। ¼ch,lvkj th-ds-,u- 2025&26 vkbZVe ua- 124½½

4*3* QqV lkbZt dk iRFkj ds cksMZ dh vkiwfrZ dj lkbZV ij yxkus dk iw.kZ dk;Z (LS)

Construction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with "code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping. 200 mm Nominal bore (Item no. 4.23.2 PWD BSR)

Supply of strainer pipes made of ERWM.S.black pipe ISI Marked of following size at the site of work including required size of slotting as per IS : 8110-1985. (Item no. 4.6.2 PWD BSR ) 200 mm dia nominal bore

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. Hard / dense soil (Item no. 1(b) WRD BSR )

सीमेंट कंक्रीट 1:2:4/1:1.5:3 मिश्रण की प्रवलित सीमेंट कंक्रीट में डालना तथा आपूर्ति करना, छत की स्‍लैब, छज्‍जे, बीम, लिंटल आदि में दबाना, तराई करना तथा सतह को 1:3 सीमेंट मसाले से समतल करना आदि समेत पाडबन्दी सहित परन्‍तु स्‍टील तथा शटरिंग की कीमत अलग से। (BSR RDPRD 2025 item no 13 A)

Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc. (Item no. 4.26 PWD BSR )

40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर (BSR RDPRD 2025 item no 133 C)

20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर (BSR RDPRD 2025 item no 133 D)

12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर (BSR RDPRD 2025 item no 133 E)

Sand GKN BSR 2019(Material Item No. 5.5)

Supply & fixing tube well cover of MS sheet (6 mm thick) with nuts & bolts complete for casing size 200 mm (Item no. 4.8.4 PWD BSR )

S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set(PWD BSR 2025 Item No. 4.9)

Random rubble stone masonary in cement sand mortar (1 : 6) for foundation ((BSR RDPRD 2025 item - 166 (a))

Bricks masonary in cement mortar 1:6 for Foundation and Superstructure. (BSR RDPRD 2025 item 20a)

Cement plaster in cement sand mortar 1:4, 20mm thick. (BSR RDPRD 2025 item 76 b)

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 (CykWd Lrjh; nj vuqlwph 2025&26 ds vuqlkj dz-la-- 2 ¼c½) l[r] fpduh] dadj feêh esa

lhesUV dkaØhV uhao ;k Q'kZ esa 40 fe- eh- ukeh; eki dh iRFkj fxÍh@bZV fxÍh] lhesUV & jsr elkyk esa 1 lhesUV % 4 jsr % 8 fxÍh vuqikr eas feykdj Mkyuk rFkk dqVkbZ djuk] rjkbZ lesrA (CykWd Lrjh; nj vuqlwph 2025&26 ds vuqlkj dz-la-- 10 ¼v½)

नींव तथा कुर्सी प्रथम श्रेणी ईंट की चिनाई सीमेन्‍ट -बजरी 1:6 मसाले में, मय बगल की झिरी बन्‍द करने तथा तराई सहित। (CykWd Lrjh; nj vuqlwph 2025&26 ds vuqlkj dz-la-- 20 ¼v½)

छेनी से गडी हुई पत्‍थर के ताक, टांड की आपूर्ती करना व सीमेंट मसाले 1:3 में लगाना । 25 से 40 मिमी मोटाई (CykWd Lrjh; nj vuqlwph 2025&26 ds vuqlkj dz-la-- 38 ¼v½)

आर.सी. के चक्‍कर 5 सेमी मोटी तथा 38 सेमी ऊंची 1:2:4 सीमेंट कंक्रीट से बनाना तथा कुए में बिठाना, गोलाई में 6 मिमी व्‍यास की 3 छड़े तथा खड़ी बांधने में 7.5 सेमी केन्‍द्र से केन्‍द्र दूरी बांधकर फर्मा बनाना शामिल है। बाद में पानी रिसने के लिए छिद्र बनान। (CykWd Lrjh; nj vuqlwph 2025&26 ds vuqlkj dz-la-- 172 ¼c½)

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 (CykWd Lrjh; nj vuqlwph 2025&26 ds vuqlkj dz-la-- 45 ¼v½)

lhesaV IykLVj nhokj ij 1%6 vuqikr es lhesaV&ctjh feykdj tksMksa dks dqjsnus rFkk rjkbZ lesrA 20 मिमी (CykWd Lrjh; nj vuqlwph 2025&26 ds vuqlkj dz-la-- 77 ¼c½) 20 eh- eh-

110 मिमी व्‍यास के पी.वी.सी. पाईप का डालना मय अन्य आवश्यक सामग्री साहित (CykWd Lrjh; nj vuqlwph 2025&26 ds vuqlkj dz-la-- 181)

Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotarydrilling methodasper IS:2800 Part1:1991and IS:2800Part II: 1979 (both amended up to date) andtechnical specifications,with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I& II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. Nominal bore 125 mm dia. PHED BSR 2023 Item No 2.44.1 Page No 30

Supply of 125mm dia M.S. casing pipe medium class I.S. 1239 (part l)/2004 & amended Up to date. Out side dia mtr maximum 140.80, Minimum 138.5, Thickness (mm) 4.8, Mass of screwed & socketed type 16.40 kg/M, Minimum out side dia mtr socket 151.0(mm), Minimum Length of socket (mm) 96.0 PHED BSR 2023 Item No 2.47.2 Page No 30

Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 125 mm dia nominal bore of 4.8 mm thickness PHED BSR 2023 Item No 2.12.1 Page No 21

Supplying & Packing P-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. (PHED BSR 2023 Item No 2.9 Page No 21)

40 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर (CykWd Lrjh; nj vuqlwph 2025 ds vuqlkj dz-la-- 136 l)

20 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर (CykWd Lrjh; nj vuqlwph 2025 ds vuqlkj dz-la- 136 n)

12/10/6 मि.मी.नामीय माप की क्रेशर रोड़ी कार्य स्थल पर (CykWd Lrjh; nj vuqlwph 2025 ds vuqlkj dz-la- 136 ;)

Sand GKN BSR 2019(Material Item No. 5.5)

T band, Elbow, etc with all fitting (ISI Marked)

Excavatin in Hard/ dense soil including loading disposal and dressing of excuavated earth within initial lead of 50m lift ip to 1.5 in dry o moist including dressing of excavated area dewatering wherever required complete in all respect Hard / dense soil (WRD BSR 14-08-2023 Item No. 1B Chapter -V part A)

मोरम(बाइंडिंग सामग्री) (Item no. 137)

ग्रेवल- मूरम- क्वेरी रबिश- कंकर- गिट्टी आदि चाहे गए ग्रेड व केम्बर में अधिकाधिक 15 सेमी मोटी परत में बिछाई का कार्य मय ड्रेसिंग सहित (Item no. 145)

uhao rFkk dqlhZ esa iRFkj dh os j)k&<ksdk fpukbZ lw[ks iRFkj esaA (Item no. 26b)

lhesaV dkdhaV 1 lhesaV % 2 ctjh % 4 iRFkj ,xzhxsV vuqikr es 12 fe-eh- ukeh; eki dh ,xzhxsV ds lkFk MkyukA (Item no. 16)

15 से 30 सेमी मोटे हथोड़े से तरासे हुए एकल पत्‍थर की पिचिंग समस्‍त उठान के साथ, आपूर्ति के साथ । (Item no. 167)

supply and fixing Supply of wire crates in required sizes made of hot dipped G.I. Wire conforming to IS 4826 -1979 having mesh of 10 cm x 10 cm (surface area of crate will be measured) made of wire of 5 mm diameter. (Take 10% extra for overlapping) (WRD BSR 14.08.2023 chapter 18 Item No.14)

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.(Hard/dense soil)

Cement concrete well mixed in cement mortar( 1:4:8 ) laid in position complete including curing. Aggregate size up to 40 mm.

Random rubble stone masonary in cement sand mortor (1:6) for foundation

Random rubble stone manonary in cement sand mortor (1:6) for super structure

Stone kharanja in cement mortar (1:6) of 23 cm thikness for be floor including curring etc. complete

Cement plaster including smooth finishing in cement mortar ( 1:4 ) 25 mm thick

Cement conerete coping in cement mortar ( 1:2:4) with aggrigate of 20 mm size including curing

Ruled pointing in cement mortar (1:3)

Rehandling of excavated soil from foundations or trenches upto 1.5m.lift & 50 m. lead including plaining of soil

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