Name of Work:- Construction of Recharge Shaft at P.S. Asind District Bhilwara
Sl. No.
Item Description
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vkj-lh-lh- dk dqaos ds fy;s dZo rS;kj djuk rFkk dqosa esa cSBkukA 1-5 ehVj O;kl ¼'kVfjax 2.3 oxZ ehVj½ ¼ GKAN 2025 ITEM NO-171 C ½
2
vkj -lh-lh ds pDdj 5 lseh eksVh rFkk 38 lseh Åaph 1%2%4 lhesUV dzdhaV ls cUkkuk rFkk dq, esa fcBkuk] xksykbZ esa 6 feeh O;kl dh 3 NMs rFkk [kMh ckU/kus es 7-5 lseh dsUnz ls dsUnz dh nwj ckU/kdj QekZ cukuk lkfey gS] ckn esa ikuh jlus ds fy, Nhnz cukuk A 1-5 ehVj O;kl ¼'kVfjax 3.69 oxZ ehVj½ ¼ GKAN 2025 ITEM NO-172 C ½
3
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. Nominal bore 200 mm dia. PWD 2022 BSR ITEM NO S-4 4.23.2
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Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. (Chapter no S-4 code 4.5) BSR PWD 2022 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (Chapter no 4 code 4.5.4) BSRPWD 2022
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Nominal bore of perforated pipe 200 mm, outer dia 219, fintness of perforated pipe 5.4 mm, mass of plane tube 28.46 kg/m (Chapter no S-4 code 4.6.2) BSR PWD 2022
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पत्थर की 40mm ग्रिट(क्रेशर से टूटी हुई)(वॉइड्स काटें 1/11)GKN 2025 item no 136C
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पत्थर की 20mm ग्रिट(क्रेशर से टूटी हुई)(वॉइड्स काटें 1/11) GKN 2025 item no 136D
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फिल्टर टो में परतों में धुली मोटी बजरी डालना चाहे गये प्रोफाईल में समस्त उठान के साथ। GKN 2025 item no 168
रंग सफेदी का कार्य 3 तह में ताकि इकसार आभा हो जाये (To give even shade) नये कार्य/पुराने कार्य पर। GKN 2025 item no 81 A
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Providing and laying of cement concrete well mixed in cement mortar 1:4:8 laying in position complete excluding curing with maxmium size of aggregate up to 40 mm. As per GKN 2025 item no.15 A
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