Updation for Estimate for Irrigation Tank
             
  Abstract of Quantity  
             
  District: Block:    
  Panchayat: Village  
  Name of Scheme:   Implement Agency Name  
  Present Labour Rate Mustroll No. Upload Image
Date Start Date of Mustroll   
  JEE End Date of Mustroll    
      Sanction No. &  Date  
      Sanction Amount     
    Distance(in Km.) Rate(Rs.)   Market Rate of Material
Sr. No. ItemMechanical Lead Head Load Lead Mechanical Head Load Unit In Rupees
1. Cement (Bags) Bags
2. Sand (CuM) CuM
3. Agregate 20mm(CuM) CuM
4. Agregate 40mm (Cum) CuM
5. Stone (CuM) CuM
SR. No. Description of Item No. Length Breadth Height/ Depth Quantity  
               
1. Excavation in Foundation treanches etc. in
earth work lift upto 1.5 metres, including
dressing of bed disposing excavated earth upto
20m lead.		  
2. Stone Soling properly hand packed filling
intrestics with spalls earth
etc. and hand raming complete.		  
3. P/L cement concrete 1:4:8(1 Cement : 4 Sand : 8
Well graded stone aggregate upto 40mm nominal
size and curing complete in foundation
and plingth.		  
4. R/R Masonary with hard stones of approved
quality in cement mortar 1:4(1 Cement : 4 Sand)
in foundation and plingth.		            
Long Wall  
Short Wall  
Deduct Core wall Quantity          
Total  
5. 20mm Cement Plastering on the rough side of
stone masonary in cement mortar
1:4 (1 Cement : 4 Sand) 		           
Internal    
External    
Total  
6. Providinga and laying cement concrete
1:2:4(1 Cemnt : 2 Sand : 4 well
graded stone agregate 20mm nominal size)
curing compete excludibg cost of
form work in foundation and plinth.		            
Base  
Core Wall (a) Long wall  
Core Wall (b) Short wall  
Total  
     
   
National Rural Employment Guarantee Act/Scheme(NREGS)
Abstract of Cost
District:  Block:  Panchayat :
Village :  Name of Scheme :
Name of Workkrk        
SR. No. Description of Item Qty Unit Rate Per Amount
        Labour Through   Labour Through
1. Excavation in Foundation
treanches etc. in
earth work lift
upto 1.5 metres,
including dressing of
bed disposing excavated earth
upto 20m lead.		 CuM. CuM
2. Stone Soling properly hand
packed filling intrestics with
spalls earth etc.
and hand raming
complete.		 CuM. CuM
3. P/L cement concrete
1:4:8(1 Cement : 4 Sand
: 8 Well graded stone
aggregate upto 40mm
nominal size and curing
complete in foundation and
plingth.		 CuM. CuM
4. R/R Masonary with hard
stones of approved quality
in cement mortar 1:6(1
Cement : 6 Sand) in
foundation and plingth.		 CuM. CuM
5. 20mm Cement Plastering on
the rough side of
stone masonary in
cement mortar 1:4(1
Cement : 4 Sand) 		SqM. SqM
6. Providinga and laying cement
concrete 1:2:4(1 Cemnt
: 2 Sand : 4 well graded
stone agregate 20mm
nominal size) curing
compete excludibg cost
of form work in
foundation and plinth.		 SqM. SqM
  Total          
  Less 15%(10% Contractor Profit + 5% Overhead Charges)      
  Add for extra cost of Material as per "Annexure A" attached        
  Add for extra carriage of material as per "Annexure B"        
  Add for extra labour        
  Grand Total        
                 
                 
                 
                 
               
National Rural Employment Guarantee Act/Scheme(NREGS)   National Rural Employment Guarantee Act/Scheme(NREGS)       Annexure-A  
District: Block :   Panchayat : Village :   District: Block : Panchayat : Village :      
Name of Scheme :           Name of Scheme :              
    Consumption of Material Statement       Extra Cost of Material Statement        
Sr. No. Item of Work Quantity Cement (Bags)   Sand (CuM) Agregate 20mm (CuM) Agregate 40mm (Cum) Stone (CuM) SR. No. Item Quantity Unit Market Rate Schedule Rate Difference Extra Cost      
1. Stone Soling properly hand
packed filling intrestics
with spalls earth etc.
and hand raming
complete.		             1. Cement (Bags) Bags      
2. P/L cement concrete
1:4:8(1 Cement : 4
Sand : 8 Well graded
stone aggregate upto
40mm nominal size and
curing complete in
foundation and plingth.		       2. Sand(CuM) CuM      
3. R/R Masonary with hard
stones of approved quality
in cement mortar
1:4 (1 Cement : 4
Sand) in foundation and
plingth.		         3. Agregate 20mm (CuM) CuM      
4. 20mm Cement Plastering
on the rough side
of stone masonary
in cement mortar 1:4
(1 Cement : 4 Sand) 		          4. Agregate 40mm (CuM) CuM      
5. P/L CC flooring 1:2:4
(1 Cemnt : 2 Sand : 4
well graded stone
agregate 20mm nominal
size) 		        5. Stone (CuM) CuM      
  Total         Total                
                                         
              Annexure B                          
      Carriage Statement                          
Sr. No. Item Quantity Unit Distance in KM Rate Carriage Amount                      
        Mechanical Head Load Mechanical Head Load Mechanical Head Load Total                    
1. Cement (Bags) Bags                    
2. Sand (CuM) CuM                    
3. Agregate 20mm (CuM) CuM            
4. Agregate 40mm (CuM) CuM                    
5. Stone (CuM) CuM                    
    Total                      
    Deduct 15%(10% for contractor profit and 5% for overhead charges                      
  Note: Extraction, collection, stacking and carriage of material should preferably be done by manual labour.