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TABLE OF CONTENTS
Village Boundary Map
Village Overview
-Interpretations
-Activities carried out in the village
-Land Use Pattern
-Water Sources & Environment
Formation of VNRMC
Village Profiling
-Data Collection
-Village Water Security Plan
Social, Resource Maps & Seasonality Calendar
Village CNRMP Plan
Working Estimates
Boundary
Map of Nongpathaw Village East Khasi Hills
Sohiong C&RD Block
91°49'0"E 91°so·o"E 91°51'0"E 91°52'0"E 91°53'0"E
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Proposed Intervention Sites
Village Boundary (1144 Ha Approx.)
91°49'0"E 91°so·o"E 91°51'0"E 91°52'0"E 91°53'0"E
VILLAGE OVERVIEW
Nongpathaw Village under Sohiong block is at a distance of about 20 kilometers from District Headquarters Shillong. With a population of 551 from 210 Households, the village lies in close proximity with Umiam Lake. Land ownership is primarily clan and community with few being private. The majority of the populace is involved in agriculture. Some of the chief crops cultivated here are potato, radish, tapioca, peas and radish. Besides this, wild vegetables like Jatira, Jamyrdoh, celery, yam etc. are found in abundance. Traditional modes of farming as well as shifting cultivation are practiced in the village. The farmers utilise both organic (cow dung, dry leaves) as well inorganic (urea) fertilisers.
FINDINGS
Traditional and Indigenous Practitioners in the Village people
3 Traditional Healers
2 Traditional Midwives
Various Government Schemes availed in the village
Mahatma Gandhi National Rural Employment Gaurantee Act Integrated Child Development Schemes
Mid Day Meal Schemes Sarva Shiksha Abhiyan MLA/MDC Schemes
Indigenous Food available
Wild Vegetables (Jamyrdoh, Jatira, Khlensyir, Salari, Sohngang, Yam, Rajma beans, Sweet potato
Etc)
Women Participation in the Village
Part of the vigilant group
Executive committee of Village Employment Committee Allowed to attend the village Dorbar
Challenges faced by the people in the village
Water scarcity
Health (No health facilities and sub centre) Roads and Transportation
Numbers of CBO/ SHGs/ CLUBS in the Village
Self Help Groups Seng Samla Seng Longkmie Sports Club
Village Defense Party
Activities Carried out in the Village
Cleaning Drive Sports
Number of Fair price shop
1 FPS
Prices of essential Commodities
Rice
₹3/- per Kg (PHH & AAY)
Kerosene
₹35/- per liter Sugar
30 rupees
Amount of Kg/ Liter received for each Commodity
Rice
₹35/- (AAY) 7Kg (APL)
Kerosene 3 liters
Type of Ration Cards
Priority Household (PHH) Card Antyodaya Anna Yojana (AAY) Card above Poverty Line (APL) card
Inflow of Resources
Sugar Rice Kerosne
Farming methods practiced in the village
Shifting Cultivation Traditional Farming Practices
Types of Fertilizers
Natural Fertilizer (dry leaves) Cow dung
Pesticides Urea
Marketability of Crops
Twice a week
Distance to the Market- 40km Mode of transport:
Sumo
Bolero picks up Commercial vehicles
Income from the crops
₹10,000/- monthly (approx)
₹1, 20,000/- annually (approx)
Seasonal crops cultivated Kharif Crops Potato
Tomato Pumpkin Cucumbr Brinjal Yam
Corn
Cabbage Bitter Gourd Carrot Chillies
White Perilla Seeds (Nei Lieh)
Peas Radish Ginger
Rabi Crops Sweet potato Mustard leaves
Number of Local Market & Frequency
1 Local Market in Mawlaingut Village Once in 4 days
Market Authority
Monitored by the community
Taxation in the Local Market
Free
LAND USE PATTERN
Land Ownership Clan Community
Private (Lesser extent)
Land usage
Residential Cultivation School
Natural Features of the Land
Mountains and Hills
Resources present in the Land Natural resources Agricultural Land Streams
Pond
Man made Resources Schools
ICDS centre Playground Bus shed Water tank
Natural and Man-made Disasters
Hailstorm Strong Winds Forest Fire
Flora and Fauna
Flora
Wild Orchids Mushrooms Medicinal Plants
Fauna Deer Porcupine Squirrel
Clouded Leopard Rabbit
Indian Monitor Lizard Seal
Bear
Major trees in the Village
Dieng Lieng Kseh Bilat Dieng Ngan Dieng Sohum Dieng Sohot
Trees that helps in Spring Discharge
Diengsohot Tyrkhang
WATER SOURCES
Main Source of Water
Public Tap (PHE) springs
Main source of Drinking Water
Public Tap (PHE)
Distance of water sources (in meters)
500
Time taken to fetch water (in minutes)
15
Frequency of water supply
Once a day (Not Regular)
Availability of water (per day)
3 hours
Quality of the water
Good
Colour of the water
Clear
Water Scarcity months
March till May
INTERPRETATIONS
Traditional and Indigenous Practitioners in the Village people
Due to the unavailability of hospitals or medical sub centers nearby, the people mostly rely on traditional healing and midwives if the need is urgent. Another reason is because these traditional practitioners are cost effective. In major cases, people do refer themselves to hospitals. This tells about the importance of these practitioners in the village.
Government Schemes availed in the village
Major schemes like MGNREGA, ICDS and SSA are the most active in the village in terms of regularity and services. The Mid –day meal is also available in the village but its availability varies from time to time which counts to once or twice a week. Another scheme that is available is the MDC/MLA scheme which they receive before elections. The study interprets that the population of the village are highly dependent on schemes and services provided by the Government.
Indigenous Food available
The village has a rich source of indigenous food which tells us they use the benefits that nature has given them to a great extent.
Women Participation in the Village
Through the baseline study, the village shows equal participation of women in the village. They hold important positions in the Village Employment Committee and take part actively in the Dorbar.
Problems and Challenges faced by the people in the village
There are numerous problems in the village but the FGD identified three important issues:
The problem of water scarcity which is caused due to deforestation, forest fires and other man-made disasters.
The problem of unavailability of health centers in and on the village which makes their accessibility to health related issues difficult.
The problem of roads and transportation due to poor services rendered in the village. This indicates that there are major problems that need to be taken care of in the village which are far more important.
Numbers of CBO/ SHGs/ CLUBS in the Village
The village is constituted of youth groups, women’s groups, sports club and village defence party. All of them are functioning actively and act as contributors to the well-being of the village. The existence of diverse groups shows that the village has a strong participation from its members.
ACTIVITIES CARRIED OUT IN THE VILLAGE
The study shows that the village does meet and work together as a community during sports and cleaning drive.
Public Distribution System
With one Fair Price Shop, the ownership of ration card varies. The village consists of both people belonging to the BPL and APL category that enjoys the benefits of fair price system at an affordable price. The findings also show that there is irregularity in distribution of the commodities like kerosene and sugar.
Marketability of Crops
From the findings, it is shown that they market their produce twice a week and the distance is 40 kms. This shows that people depending on agriculture as a livelihood highly depend on these two days.
Seasonal crops cultivated
The finding shows that the village is rich in terms of seasonal crops. The village also markets these crops which is indicative that they possess adequate seasonal crops for consumption.
Numbers of Local Market
The local market is held once in four days.
LAND USE PATTERN
The landholdings show that majority is owned by the clan and the community. Very less is owned by individuals. This leaves the village system in the distribution of land to be fair and easier to work in case of any major work is to be done in the village.
The village being situated in the rural area is still very rich in their natural resources in comparison with that of their urban counterparts.
In terms of resources, the village has rich natural resources which consist of agricultural land, streams and ponds. This shows the positive relationship of the people and the nature around them. They also have the essential manmade resources like schools, ICDS centre, playground, bus sheds and water tanks which are widely used by the community.
The findings from the natural disasters, tells that the agricultural activities in the village are highly affected by strong winds and hailstorms which limits their productivity and also affecting livelihood. Coming to manmade disaster, forest a fire is majorly practiced affecting the running flow of water and land fertility.
A large number of wild flora and fauna are also found in this village which tells that they are practicing the protection and preservation of wild vegetation and wildlife.
The types of trees are found in large number but only two types are those that help in water discharge which interprets that they need to develop more of trees for spring discharge so that their problem of water scarcity could be resolved.
WATER SOURCES
From the findings, it can be interpreted that water supply is a problem in the village. They only have enough water during the monsoon season where as during the other months, they face problem. The PHE supply also comes once in a day for 1-2 hours. The finding has clearly stated that there is water scarcity in the area.
ENVIRONMENT
During the discussion, they stated that the environment to them is the nature and its surroundings which constitutes of both the living and the non-living.
In terms of protecting the environment they shared that the trees are planted every now and then but there are also wild ones that grows at their own pace. They also practice the traditional method of waste management which is burning. This shows that they have not been made aware of the danger of the carbon fumes emitted by the burning of disposed garbage.
During the discussion on mining, they highlighted that they do practice quarry mining but only in times of need and not for sale. This tells that they are putting controlled measures towards quarry mining.
With regards to deforestation, since the majority of the forests belongs to different clans, therefore they distribute these trees amongst themselves and these forests have been claimed to grow trees naturally. According to the findings, it is clear that nature itself is having complete control over deforestation.
Coming to the discussion on washing pits or laundry areas, they expressed that they do not have any established area for it but performed these activities besides the springs and these areas are always well maintained, they added.
FORMATION OF VNRMC
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Headman Nongpathaw
Village · Mylliem Syiemship
VILLAGE PROFILING
210
FUNCTIONARIES
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VILLAGE SERVICE PROVIDERS
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VILLAGE NGOs
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LAND USE PATTERN
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AREA AFFECTED
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VILLAGE GOVERNANCE IN ENVIRONMENT MANAGEMENT SYSTEM
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VILLAGE WATER SECURITY PLAN
_media/media/image24.png)
VILLAGE SOURCES & DISTRIBUTION
_media/media/image25.png)
SOCIAL & RESOURCE MAP DRAWN BY THE COMMUNITY
PICTORIAL REPRESENATION OF SOCIAL & RESOURCE MAP DRAWN BY THE COMMUNITY
SEASONALITY CALENDAR
VILLAGE CNRMP PLAN OF NONGPATHAW VILLAGE
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WORKING ESTIMATES
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Prepared by
( L ·
g1neer
1
Block Deve e:, Officer
SohlongC& RD Bloc.
Juni P i er obiong C & RD Block,
ohiong
Sohlong lock,
Block De$BlJiJM'Jfu Officer ohiong C & RD Block,
ohiong
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I90.00 I x I 0.50 I x I 0.60 I = I |
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I I I I I Total I = I |
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Prepared by
Jlt!v.i lA\
lunlor Engineer
Solllong C& RD Block.
Jun r flieer ohiong C & RD Block,
ohiong
Block De Offic&r
SOh/ong C & RD Block,
Block Dev§$ia Officer Sobioog C & RD Block,
Sohiong
DETAIL ESTIMATE FOR THE CONSTRUCTION OF CHECK DAM(SPAN=SM) AT NONGPATHAW UNDER SOHIONG C&RD BLOCK.
As per Meghalaya PWD (Buildings) Schedule of rates 2015-2016
SI. Item Description Quantity Unit Rate Amount(Rs)
No. No.
1.1 Earthwork in excavation upto a depth of 2m below the existing ground level for foundations, footings of column/walls, retaining walls etc complete.
In ordinar soil
Dam 1 X 8.00 X 2.20 X 1.20 21.12 m'
Foundation
D/S Appron 1 X 8.00 X 2.50 X 0.25 = 5.00 m'
U/S Appron 1 X 8.00 X 2.50 X 0.25 - 5.00 m'
Cut off
Wall(U/S) Cut off Wall(U/S) Wing Wall
1 X 8.00
1 X 8.00
2 X 7.00
X 0.55 X
X O.lS X
X 0.45 X
0.10
0.10
0.60
Total
= 0.44
= 0.12
= 3.78
- 35.46
m'
m'
m'
m' 179.00
6347.34
4.1
Providing brick soling in foundation and under floor with stone/best quality picked Jhama brick, sand packed and laid to level...etc complete.
(c) Stone soling of thickness 100mm.
Appron 2 X 8.00 X 2.40 = 38.40 m'
Dam m'
Foundation
1 X 8.00
X 2.20
Total
= 17.60
= 56.00
m' 378.00
21168.00
4.11
2.1
Stone masonry work In retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with unsize stone/ Mawthup both faces hammer dressed including bonding, providing face etc completed .
Random Rubble Masonry
In Sub-structure upto Plinth Level
Dam 1 X 8.00 X 0.8S X 0.90 = 6.12 rn'
1 X 8.00 X 0.63 X 1.80 = 9.07 m'
Wing Wall 2 X 7.00 X 2.00 X 0.45 = 12.60 m'
Deduction 1 X 2.00 X 0.30 X 0.44 = -0.26 m'
Total = 27.53 m' 4481.00 123370.89
Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm In foundation bed for footing steps walls brick works etc as directed.
In prop. 1:3:6
Dam
Foundation 1 X 8.00 X 2.20 X 0.10 1.76 m'
D/S Appron 1 X 8.00 X 2.50 X 0.10 = 2.00 rn'
U/S Appron 1 X 8.00 X 2.50 X 0.10 = 2.00 m'
Cut off
Wall(U/S) Cut off Wall(U/S)
1 X 8.00
1 X 8.00
X 0.40 X
X 0.80 X
0.10
0.10
= 0.32 m'
= 0.64 m'
Total
= 6.72
m' 6141.00
41267.52
2.10
Providing form work of ordinary timber planking of thicknessnot less than 25mm and removal of the same for concrete members so as to give a rough finish including centering, and propping etc complete.
(c) Columns, Pillars, Posts & Strut
(i) Square, Rectangular, polygonal In plan or any shape like Tee/L etc. having plane vertical face.
Dam 1 X 2 X 8.00 X 2.70 = 43.20 m'
1 X 2 X 0.30 X 0.72 = 0.43 m'
Deduction 1 X 1 X 2.00 X 0.30 = -0.60 m'
Total = 43.03 m' 568.00 24442.18
5 ?_3 le-" =:mgaoofi:ans ci posman resnforcemwnt bars upt:o 1st floor level, conformingh to relevant 115.£a:le --1;IR..S. allingmdudin;:straig)n2ning.deaning.artting and bending to proper shapes
· 1 I
::!5::-.:u::a:i
:a-
- c,.c
14 I· 7.90 X
Q.89
= 98.43
kgs
.5c:nr:/c
-- .:;a-
:.2:a=s
2 1X
I
3.50 X
I·
0.89
= 336.42
kgs
@"' r:/.c 2 X 20
-a-
-=
7.90 X 0..89
= 28L24
kgs
2 X 1 I X
I I
, I
0.25 X 0.89
Total
= .23 80Ll8
= 8.01
kgs kgs Qtl
7677.00
61492.n
25.3 Cd.=is, ;iost5,.SmnS, suspended floor, roof, land"tng. shelf and support.balcony, lintel, sill band,
=ea:.. .:r=:ner . staircase etc.above plinth level upto1st floor level.
= M2.:la ?roo..l:.1/2:3
l'oo.l:l;: l 'I: 8.00 IX 2.00 X 0..30 = 4.80 m'
i0a;, 1 Ix a.oo IX 030 X 2..70 = 6.48 m'
I l X 2.00 I X 0.30 X 030 = -0.18 m'
II l l I Total = lLlO m• 894LOO 99245.10
3 5..2 15 ::ho:Ce.--:z. plaster ,n singjemar on rough side of brick/concrete walls for interior plastering upto
as! .Le::c
::; l:'I ce:::er.. "'1llr1ar1=4
H'1 I I 1 I X 8.00 X 4.35 = 34.80 m'
I 1 I XI 8.00 X 0.70 = 5.60 m'
,h?:r= 2 t X 8.00 X 2-50 = 40.00 or
"'•'•"il'.l,s.,. I 2 Ix I 7-00 X 2..75 = 38.50 m'
,:s;,,1::=Mz- I ,I 2 lxl0..30 X o.n = 0.43 m'
I I 2 lxl0..30X Q.30 = -0.1.8 m'
I I Total = 119.15 m' 235.00 28000.72
3 , a-i-ra:rrials.
I I I I LS Total = 4700.00
I Total 410034.52
I I Say 410000,00
lh.4,1.0.000/· (Rupees Four lakh Ten Thousand) only
Prepared try·
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Dv'
funio Engjn
Sotu.ong C& RD Blt-C
,-Soh-iof-ti r
s..i11a:C & RD Blod..
s--:
Block D nl Office,
SOh}ong C & RD e,a /1,
Block De\-'lJJr Officer
Sobioog C & RD Block. obiong
/E---0.104
I fE-o.40 0.30
-------2,:50 )'r"'-::7
- - I e.,o t i
0.90
12,," de bo.r it5cr, c/c
12nn dla w ! l:lcn c/c
both M>ys
-u,:-
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lOO,.,, n""""S l.:)&
lOOM Stone soltlg
SECTION AA' NOTTOSCAlE
AU D/MNSJONS ARE I,
3 e.oo
1 1Ler,,l-300nn
Spllwoy
3.00 I :,1
CONSTRUCTION OF CHECKD
Prepared by
u./
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A'
Pl_f,l,
.unlor Eng1necr
Sohiong C & RD Block.
Soh1on
Junior Engmee
Sohiong C&RD Bloc
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lunlor Rngin l'f
Sohlong C R[ Slo
Juu oit tn
hillU\!, . RO lll "·
::-ohiou;
Blad< o ' o,r,..,
Sohlong C & RD Bio'
Schiong
Blocl.. Oe\'clopmcut Officer
ohioog & RD Block, obioug
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r 1·"12..
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1 2::51¢)?-f\
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PLAN
1.20 ,w,a,o ""
150..,,.. Ston11Soling T
r 2.00 ,+ t•..2L 1
ALL DIMNSIONS ARE IN 'M'
r ,•"f2...
T
SECTION NOTTO SCALE
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., IOnn dlo bor-e ISOMnc/c on bo h s!des
\'Lu-
I CONSTRUCTION OF SPRING CHAMBER(_4 \, x !)
Prepared by
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SLAB REINFORCEMENT
DETAIL
l ·
Junior Engineer Sohlong C & RO Block Sohiong
Junior Engineer
Sohiong C&RD Block
BlockD lficer
Sohlong C & RD Block,
Block Devet 11lfl·Officer Sohiong C&RD Block
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179.00 |
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6141.00 |
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4481.00 |
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873.00 |
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1 |
|
|
|
|
X |
|
= |
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|
||||
|
||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
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||||||||
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||||||||||||
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||||||||||||||
|
X |
|
|
1.22 |
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|
= |
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|
|||||
|
X |
|
|
2.00 |
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|
= |
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|||||
|
= |
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||||||||||||||
|
X |
|
|
2.00 | = |
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|||||||
|
= |
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|||||||||
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||||||||||||||
|
X |
|
|
1.22 | = |
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|||||||
|
= |
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|||||||||
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||||||||||||
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||||||||||||||
|
X |
|
|
2.00 |
|
|
= |
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|
|||||
|
X |
|
|
0.30 |
|
|
= |
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|
|||||
|
X |
|
|
0.30 |
|
|
= |
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|
|||||
|
= |
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|
|
|
|||||||||
|
|
|
||||||||||||
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||||||||||||||
|
X |
|
|
2.00 | = |
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|||||||
|
= |
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|
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|
|||||||||
|
|
|
||||||||||||
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||||||||||||||
|
||||||||||||||
|
X |
|
|
0.30 |
|
|
= |
|
|
|||||
|
X |
|
|
0.30 |
|
|
= |
|
|
|||||
|
= |
|
|
|
|
|||||||||
|
|
|
||||||||||||
|
||||||||||||||
|
||||||||||||||
|
|
X |
|
|
1.40 | = |
|
|
||||||
|
X |
|
|
1.10 | = |
|
|
|||||||
|
X |
|
|
1.25 | = |
|
|
|||||||
|
|
X |
|
|
0.70 | = |
|
|
||||||
|
= |
|
|
|
|
|||||||||
|
|
|
||||||||||||
|
||||||||||||||
|
|
X |
|
|
1.73 |
|
|
= |
|
|
||||
|
|
|
|
|
|
|
035 |
|
|||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
|
|
|
|
|
|
. | 0.34 |
|
||||||||||||
|
= | 3.67 |
|
sn.oo |
|
||||||||||||||||
| I |
|
1'> Code for RCC wor,;/R 8.waUing including straightening. cleaning.cutting and bending to proper shape |
|||||||||||||||||||
|
|||||||||||||||||||||
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|||||||||||||||||||||
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|
|||||||||||||
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|||||||||||||||||||||
|
X |
|
|
|
|
|
|
||||||||||||||
|
|||||||||||||||||||||
|
|||||||||||||||||||||
| = | 25.07 |
|
|||||||||||||||||||
|
= | 0.25 |
|
7677.00 |
|
||||||||||||||||
|
|
|
|||||||||||||||||||
|
|||||||||||||||||||||
|
|
X |
|
X |
|
|
|
= | 0.30 |
|
|||||||||||
|
= | 0.30 |
|
8941.00 |
|
||||||||||||||||
|
|
|
|||||||||||||||||||
|
|||||||||||||||||||||
|
2 | X |
|
= | 12.36 |
|
|||||||||||||||
|
2 | )I |
|
X |
|
= | 5.95 |
|
|||||||||||||
| 2 | X |
|
|
= | 0.35 |
|
|||||||||||||||
| 2 | X |
|
|
= | 0.34 |
|
|||||||||||||||
|
= | 19.00 |
|
193.00 |
|
||||||||||||||||
|
|
|
|||||||||||||||||||
|
|
|
|
= | 1.00 |
|
|||||||||||||||
| Total | = | 1.00 |
|
538.00 |
|
||||||||||||||||
|
|
||||||||||||||||||||
|
Total | = |
|
||||||||||||||||||
| Total |
|
||||||||||||||||||||
| Say |
|
||||||||||||||||||||
|
|||||||||||||||||||||
Prepared by
Ila:
Iunior Engineer
Sohlong C & RD Block,
.Ju -eer ohiong C & RD Block,
ohiong
Slack D• m:.tOfficer
Sohlon;9c Block.
Block De Lq flent Officer ohiong & RO Block.
ohiong
|
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|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
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|||||||||||||||
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)( |
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X |
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||||||
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X |
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X |
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||||||
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||||||||||
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|
.C.C floor, tread and | ||||||||||||
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X |
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)( |
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||||||
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X |
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X |
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||||||||
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X |
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||||||||
|
|
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|
0.70 |
|
|
|
|||||||
|
|
|
|
|
|
||||||||||
Prepared by
lunJor Engl ee-r
Sohlong C & RDP ,
Soh,on5
JllJlior EngiDeer
bioogC&RDBlock,
Sohloog
_media/media/image65.jpeg)
_media/media/image66.jpeg)
I"
|
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|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
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)( |
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= |
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X |
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= |
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|
= |
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= |
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= |
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= |
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= |
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X |
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= |
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||||||
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X |
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= |
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||||||
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X |
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= |
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= |
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= |
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= |
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||||||||||
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|
|
. in cement mortar | ||||||||||||
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X |
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= |
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X |
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= |
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||||||
|
= |
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= |
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= |
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= |
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= |
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|
= |
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||||||||||
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|||||||||||||||
|
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X |
|
= |
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|
|||||
|
|
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|
X |
|
= |
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||||||
|
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X |
|
= |
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||||||
|
= |
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|
|
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||||||||||
|
|
|
|||||||||||||
|
|||||||||||||||
Prepared by
lb1
funlor Engineer SohlongC & RD Block, Sohiong
Junior Engineer
ohiong C & RD Block, ohiong
Block De -Offlcer Sohlong C & RD Block, ohiong.
Block De,•clopment Officer
ohiong C & RD Block, ohioog
T 0Pt"nlng 1·U> X 0.70
0,70
r 1'4i.. i
t
T1·21 T1-<..; ,-a,
LSr,n CC Toping 1•1•2
1,20
S nndard Rn wnr"
,w"" """J
cs:G)
l50Ar, Ston11 Soling
1.10
I
J.05 r
0.15
2.00 +
PLAN
1·l2-
r 2.00 ,+ l·u.
ALL DIMNSIONS ARE IN 'M'
1.-T03
\>1-L
'I'
'"
7"
SECTION NOTTO SCALE
IOnn die, bcr i!ISOr,nc/c on both side:,
CONSTRUCTION OF SPRING CHAMBER[c,.1 X At)
Prepared by
t ·
_media/media/image69.jpeg)
SLAB REJNFDRCEMENT DETAJL
funlor Engineer
SohlongC & RD Slock,
Sohiong Junior Engineer
Sohiong C&RD Block
Block DovoOfficer
Soh/ong C & RD Block, Sohiong.
Block Development Officer
Sohiong C&RD Block
|
||||||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
||||||||||||||||||
|
|
|
|
|
|
|
||||||||||||
| 1 |
|
|
||||||||||||||||
|
X |
|
X | 1.53 |
|
|
|
|
|
|
||||||||
|
X |
|
X | 2.00 |
|
|
|
|
||||||||||
|
|
|
|
|
|
|||||||||||||
|
|
|
||||||||||||||||
|
||||||||||||||||||
|
X |
|
X | 2.00 |
|
|
|
|||||||||||
|
|
|
|
|
- |
|||||||||||||
|
||||||||||||||||||
|
X |
|
X | 1.53 |
|
|
|
|||||||||||
|
|
|
|
|
|
|||||||||||||
|
|
|
||||||||||||||||
|
||||||||||||||||||
|
X |
|
X | 2.00 |
|
0 | .10 |
|
|
|
||||||||
|
X |
|
X | 0.30 |
|
|
|
|
|
|||||||||
|
X |
|
X | 0.30 |
|
0 | .10 |
|
|
|
||||||||
|
|
|
|
|
|
|||||||||||||
|
|
|
.C | .C floor, tread and | ||||||||||||||
|
||||||||||||||||||
|
X |
|
X | 2.00 |
|
|
|
|||||||||||
|
|
|
|
|
|
|||||||||||||
|
|
|
||||||||||||||||
|
||||||||||||||||||
|
||||||||||||||||||
|
X |
|
X | 0.30 |
|
|
|
|
|
|||||||||
|
X |
|
X | 0.30 |
|
|
|
|
|
|||||||||
|
|
|
|
|
|
|||||||||||||
|
|
|
||||||||||||||||
|
||||||||||||||||||
|
||||||||||||||||||
|
|
X |
|
X | 1.40 |
|
|
|
||||||||||
|
X |
|
X | 1.10 |
|
|
|
|||||||||||
|
X |
|
X | 1.25 |
|
|
|
|||||||||||
|
|
X |
|
X | 0.70 |
|
|
|
||||||||||
|
|
|
|
|
|
|||||||||||||
|
|
|
||||||||||||||||
|
. | |||||||||||||||||
|
|
X |
|
X | 2.03 |
|
|
|
|
|
||||||||
|
X |
|
X | 2.03 |
|
|
|
|
|
|||||||||
|
X |
|
X | 2.03 |
|
|
|
|
|
|||||||||
|
|
|
|
|
|
|||||||||||||
|
|
|
||||||||||||||||
|
||||||||||||||||||
|
||||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
14 |
|
|
X | 0.62 | = | 17.27 |
|
||||||
|
14 |
|
|
X | 0.62 | = | 17.27 |
|
||||||
| = | 34.55 |
|
||||||||||||
|
= | 0.35 |
|
|
|
|||||||||
|
|
|
||||||||||||
|
||||||||||||||
|
1 |
|
|
X | 2.03 |
|
|
= | 0.41 |
|
||||
|
= | 0.41 |
|
|
|
|||||||||
|
|
|
||||||||||||
|
||||||||||||||
|
2 |
|
|
= | 15.12 |
|
||||||||
|
2 |
|
|
X | 2.03 | = | 8.24 |
|
||||||
| 2 |
|
|
X | 0.10 | = | 0.41 |
|
|||||||
| 2 |
|
|
X | 0.10 | = | 0.41 |
|
|||||||
|
= | 24.17 |
|
|
|
|||||||||
|
|
|
||||||||||||
|
1 |
|
|
= | 1.00 |
|
||||||||
|
= | 1.00 |
|
|
|
|||||||||
|
|
|||||||||||||
| LS |
|
= |
|
|||||||||||
|
|
|||||||||||||
| LS |
|
= |
|
|||||||||||
| Total |
|
|||||||||||||
| Say |
|
|||||||||||||
|
||||||||||||||
Prepared by
·
Junior Engineer Sohlong C & RD Blot ; Sohion2
Jumor Engmeer
Sohiong C & RD Block, Sohiong
8/oclc Deve t.nt Officer
Sohlong & RD Stock,
Block Deve nil?mbmccr Sobiong C & RD Block,
Sohiong
r 1'13
_media/media/image74.jpeg)
T Op,-nlng 1·.zo X 0.70
o.70 I
T1'.U T1·"3T1•131
ISM CC Toping lili2 1.10
Stonao.rd Brickwork I
11.20 ,w""'"J''"
1,05
r 2.00 +
1·53 ,
2.00
2::5G)?--ef'\ 0.15
ISOru, Stono Soling
+ \'$.?,
PLAN
ALL DIMNSIONS ARE IN 'M'
SECTION NOTTO SCALE
r .2•03 1
J•Tt13
'I'
'"
"'
IOnn dlo borE'ISOrinc/c on both side,
I
CONSTRUCTION OF SPRING CHAMBER( .\-X 'V
Prepared by
ffetu·
_media/media/image75.jpeg)
SLAB REJNF□RCEMENT DET All
lunlor6ng1neer
Sohiong C & RDn1 1<,
Sohioni Junior Engineer
Sohlong C&RD Block
Block D nl Officer Sohlong C & RD Block, Sohiong,
Block Developmelit Officer
Sohiong C&RD Block
Prepared by
&\ '
Junior Eng1netH' Sohlong C & RD Oh1f : Sohlong
Junior Engineer Sobiong C & RO Block,
obioog
Block Dtw9 ,pment Offk:er Sohlong C& PO Bloc
So. ,ong
Block Dneropmea1Officer
Sohloog C & RD Bloc:l... hioog
T O nlng
0,70
r l-'i1..
_media/media/image78.jpeg)
1r 0.qJ 133 I
1.20
200
1501,,. Ston11 Saling
+ \·.t..2
J.OS r
015
200
+
PLAN
J
)'2.z..
r ,-12.
T
ALL DIMNSIONS ARE IN 'M'
SECTION NOTTO SCALE
'I
1·13
" lOnn dlo l:>ore150Mc/c on both sldrs
"
CONSTRUCTION OF SPRING CHAMBER (_5 )( 4 r\)
Prepared by
_media/media/image79.jpeg)
·
lunlor 6ngtneer
BlocDk \,.O,ffK:or
_media/media/image80.jpeg)
SLAB R[INFDRCEMENT DETAIL
Sohlon C & RD Block. ohioru.t
Jun or engineer
Sohlong C&RD Block
Sohlo;; Block,
Block Dev 8WRMu Officer Sohlong C&RD Block
r 1•'11..
_media/media/image82.jpeg)
T Opening X0.70 lI-
0,70
11 I
11
Ij j I j
11
1,20
r 200
150,.,r, Stana Soling
+ I •.12.
I
- l.OS
0.1S
r 200 +
PLAN
ALL DIMNSIONS ARE IN 'M'
J
l·2.2..
r ,,12.
T
SECTION NOLIQ_S_C_ALE
" lOnr, dlQ bcl e150,,nc/c on both sldH
_media/media/image84.jpeg)
-
D \:..,
_media/media/image85.jpeg)
SLAB R[INF□RCEMENT DETAIL
Sohlon C & RD Block.
ohi1HU( Jun or tngmeer
Sohlong C&RD Block
Sohlo;; Block,
Block Dev 8WRrnttt Officer Sohlong C&RD Bloc
)
l
- u<.tlon
OpN1l-ng-
iIJ I
170
I 0 70
. -0 811
,nl
. --
-----Tout •
7.56
m• 873 00
6S99.88
I 7 JO ProvldlnP,rorrn worlr or ordInJry umbf'r pl,1nbn or th!cY111.. not 11•1 tho1n 2Smni .and remov.a of tht.•1m1• for concrN" mrmbrr) ,o d) to IJV" ,l rough fin, h includ,ng c n1erin'-' and propp"P. r,tc comoll'lr•
lblSidi", of th· bt•Jm\, p,r,idP b1,•..ims r•tc ,11,o.r b!'I0'11iround 11?11'1 r<:0uinnv. formHorif .it 11d1>s only
Sl,1b
l I --- I
l :,( '}
",.
130
2 30 )I
230 I
no
0 10 .
010
s ,
046
046
m'
m'
'"'
- --
Tout • 6 21 m' S72.00 3S52.12
rl'h•v,1n1 I S Codi' for RCC wor /R 8 wc1ll,n11lndud,ng Slfil ghtemng. dl'ilmng.cuttmgandb od1ng 10 proper hJpl'\
(c)ISI aooroved Mild \ttel re1nforCl'm!'nl b,1r (M.5. Bari
Sl,1b
M.i11t,,.r
IOn,,na1.1 • 14 I 199 X 0.62 = 17 27 kg,s
,,n ,,
0n1nt,,11100 tur
IOmmdt.,fj 14
15'> c/c
1.99 )I
062
Total
: 17.27
== 34.55
== 0.3S
kg,s legs
Qtl
7677.00
2686.95
9 2.S 3
In Columns, pillars, posts,struts, suspended floor, roof,land,ng. shelf and support.balcony. ,ntel. di
band, beam, girder, bressumer, cantilever, staircase etc. above plinth level upto 1st floor level. (bl M20 or Prop.1.1/2;3
(
|
,1. ,. |
756 2.03 2.03 |
X I. |
2.03 0.10 |
= = = |
15.U 8.24 0.41 |
m' nr m" |
|||
|---|---|---|---|---|---|---|---|---|---|---|
|
X | 2.03 | X | 010 | = | 041 | l1t" | |||
| Total | = | 24.17 | m' | 193.00 | 4665.54 | |||||
| 11 JG.Ila) Supply1nR fittmg and fi>'ing G I Pipes | ||||||||||
Carriage of materials.
Cost of dean,ng of Spnng
LS Total = 250000
LS Total = 80000
ToQJ(A) 4274950
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B.
1 1.1
Estimate of Recharge pits - 10 nos
EarthNor In eit.c.i.,atJon upto a depth of 2mbelow the e..htJng ground I I lex found;1t,onr., foot,n ofcolumn/;,,alls, reta,mng watls._etc complete
In hard/ dt> so,.,I
|
|
|
|
|---|---|---|---|
|
|||
| I I I I I I I Total I = I 3.72 I m• I 3so.oo |
|
||
| Total{B) |
|
||
| Total{A)+{B} |
|
||
| Say |
|
||
|
|||
Prepared by
l ·
lu ng\neer \
SohlongC & RD Bloc<.
Sohiong
,Junior Engineer
Sohiong C & RD Block, Sohiong
Block 0 Officer Sohtong C & RD Block, Sohiong.
Block Development Officer Sohiong C & RD Block,
Sobiong
r 1·13 1
I --1 TT
11·
J
2.00
!SOM Stor,g Soling
+ 1'53
r 2.00 + \·53 1
PLAN
f }•0'5
2T:0J,
ALL DIMNSIONS ARE IN 'M'
SECTION NOTTO SCALE
.,
lOnn dlo bor@!SOr,nc/c on both sld•5
CONSTRUCTION OF SPRING CHAMBER ('t\---X stt)
Prepared by :.
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SLAB REJNF□RCEMENT DETAJL
SohlongC & RI· ·:;
Sohiong
Junior Engineer Sohiong C&RD Block
Block D• lefe:,Officer Sohion;8=Bloc , Sohiong.
Block Development Officer Sohiong C&RD Block
(
(
(
Prepared by
'2Jr Engl:e,
Sohlong C & RO !llGt: :
Junio b .\'&r Sobiong C & RD Block,
Sobiong
Block De Officer Soh/ong C & RD Block,
Block Deve·r"o .h'N' P&bmcer
Sohiong C & RD Block, ohiong
!Onndlo bor2100nn Mon Hole 0.60x0.60
IOMMdlo bor@IOOnM c/c
l2nr,dlo borl!l50r,r, U
c/c
LodcJe,
0.40
Tie Beor, O.l:5x0.l:S O10,.,r,dio bor 8.8r,n stlrrupi!l20r,r, c/c
Colvnn size O ISi..O 15
41H2r,Mdio bor L8MM sti,-rup@l20MM c/c
I -• I . .
. . ..
LJ
'1 I I\
0.80
drrd-s'•I
1--o ao j
020
•I00r,n Flooring 1•3'6
l0Ortn Stone solic,g
12nndlo bor et50nn c/c
--.,:.
Hon Hole
0 60x0.60
Lodder
-
·,
-
300
SECTION-AA
NOTTO SCALE
ALL DIMNSIONS ARE IN 'M'
t
A .
' .._ .. . .
A
II/
'-
CONSTRUCTION OF STORAGE TANK
Prepared by
i
K 300-----
funlor Engtn r
Sohiong C & RD R!ork.
Soh10J1g Junior Engineer
Sohiong C&RD Block
S/ockO fflcer Sohlong C & RD Block, Soflior.g.
Block Development Officer
Sohiong C&RD Block
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