Construction of Anicut (06), Roof Top Water Harvesting Structure (04) and Talai (Talab) (01) in various Villages Gokulpura, Chandrawla, Dungarjya, Zalimpura G.P. Zallimpura, Kotsuva and Dungarjya P.S. Sultanpur Distt. Kota (MJSA 2.2 State Fund)

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5 ls 7-50 lseh- xgjkbZ dk Mkxcsfyax dk;ZA

uhao] [kkbZ] ijukyk esa 1-5 xgjkbZ rd feV~Vh dh [kqnkbZ djuk] ry dks dwVuk] ikuh Mkyuk] cxy dks laokjuk] [kqnh feV~Vh dks ckgj fudkyuk] uhao Hkjus ds ckn [kkyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feV~Vh dks 50 ehVj dh nwjh rd fuLrkj.k djukA

lhesUV] daØhV 1 lhesUV % 4 ctjh rFkk 8 fxV~Vh iRFkj dh 40 fe-eh- ukHkh; eki dh uhao esa Mkyuk] dwVuk rFkk rjkbZ vkfn lfgrA

lhesUV dUØhV 1 lhesUV % 3 jsr % 6 fxV~Vh iRFkj dh 20 fe-eh- ukHkh; eki dh uhao es feykdj Mkyuk rFkk dwVuk] rjkbZ vkfn lfgr ,fudV ds fy;sA

lhesUV dUØhV 1 lhesUV % 2 ctjh % 4 ,XkzhxsV vuqikr esa 12@20 feeh ukHkh; eki dh ,XkzhxsV ds lkFk Mkyuk] dwVuk rFkk rjkbZ vkfn lfgrA

lsUVfuax 'kVfjax ¼r[rk ,oa <qykcanh½ dk vkj-lh-lh- Nr] Lysc] NTts] fyUVy vkfn Mkyus ds fy, yxkuk 4-5 ehVj Å¡pkbZ rd ds fy, rFkk gVkuk vkfn fo’ks"k fooj.k ds vuqlkjA

vkj-lh-lh- dke ds fy, yksgs dks dkVuk] eksM+uk rFkk LFkku ij yxkuk rFkk cka/kus dk dk;Z e; vkiwfrZ dsA

lhesUV IykLrj nhokj ij 1%4 vuqikr esa ctjh lhesUV feykdj tksM+us dks dqjsnus rFkk 14 fnu rd fu;fer rjkbZ lfgrA 12 feeh eksVkbZ esaA

Supplying Stone, spall and laying Rip Rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts 23 cm thickness (±5% thickness tolrance)

ts-lh-ch- e’khu@VªSDVj e; LØsij }kjk feV~Vh [kqnkbZ dk;Z] [kksnh gqbZ feV~Vh dks 15 ls-eh- ijr esa nckuk ¼compaction½ ,oa ck.M ¼bund½ dk lsD’ku ¼dkV {ks=Qy esa½@çksQkby la/kkfjr djuk e; p<+kuk ,oa mrkjuk çkjafHkd yhM 250 eh- ,oa fy¶V 3 ehVj rdA bZdkbZ 1 ?ku eh-A e’khujh dk;Z l[r feV~VhA (in hard soil)

Watering of earth including cost of carriage of water when source of water is upto 2 Km

Compaction of earth or highly weathered strata by manually or plain roller. (density 90% of Proctor)

Dosjh jfo’k ftlesa 40 çfr’kr iRFkj ds Liky dks ;k dadj ;k ?kkMyk dks fcNkuk rFkk vkiwfrZ djuk] ikuh fNM+duk rFkk nqjeqV ls dwVukA

Construction of tubewell after completion of drilling by rotary / percussion method & upto 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part-I:1991 and IS:2800 Part-II:1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining and free water. The borewell should have a throughout nominal size bore beyond casing pipe. (Nominal bore 200 mm dia)

Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)

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. 200 mm dia nominal bore of 5.4mm thickness.

Supply of bore well cover to accommodate 200 mm MS pipe made of MS flat & MS sheet as per drawings.

P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg/Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 160mm dia

P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg/Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110mm dia

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uhao rFkk dqlhZ çFke Js.kh b±V dh fpukbZ lhesUV&ctjh 1%6 ;k 1%8 elkys esa] e; cxy dh f>jh cUn djus rFkk rjkbZ lfgrA lhesUV elkyk 1%6

lhesUV IykLrj nhokj ij 1%4 vuqikr esa ctjh&lhesUV feykdj tksM+us dks dqjsnus rFkk 14 fnuksa rd fu;fer rjkbZ lesr 12 eh-eh- eksVkbZ esaA

lhesUV daØhV 1%2%4@1%1-5%3 feJ.k dh izofyr lhesUV daØhV esa Mkyuk rFkk vkiwfrZ djuk] Nr dh LySc] NTts] che] fyUVy vkfn esa nckuk] rjkbZ djuk rFkk lrg dks 1%3 lhesUV elkys ls leery djuk vkfn lesr ckMcUnh lfgr ijUrq LVhy rFkk 'kVfjax dh dher vyx lsA

Supply & lying River-gravels of following sizes in recharge shaft filter pit after screening & washing from kachha shift without deduction of voids.

Size 9 to 12 mm

Size 3 to 5 mm

P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant

Bend 87.5 110 mm Dia

Pipe Clip 110 mm

Door Tee 110 mm

Coupler 110 mm

Reducer 110 mm

Mainhole Cover Gate

bukfey isUV dk ysi djuk] 3 rg esa rkfd bdlkj vkHkk gks tk;sA (to give even shade) u;s dk;Z@iqjkus dk;Z ij le ljQsl cukukA

lwpuk cksMZ lkbZV ij yxkuk lfgrA

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