Estimate for Remodelling/ Reconstruction of 1 L Sekhwan Sub MInor from RD 0-6770 along with water course off taking at RD 12530/L of Sekhwan Sub MInor

Amount

WATER SUPPLY (2) Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. ((a)) Earth work upto 1.5 m. Depth for All classes of soil except rocky

((b)) Exceeding 1.5 m depth but not exceeding 2.25 m depth (i) All classes of soil except rocky

(36) Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. (b) 20mm i/d

EARTH WORK (6.6) Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

(6.19) Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.

BRICK WORK (11.7) First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth add cost for different in rate of material & extra carriage: a. coarse sand = 132.55 b. bricks = 242.75 c. Loading of bricks = 35.12 d. Unloading of bricks = 35.12 Total = 5554.2439

PLASTERING & POINTING: (15.37) 10mm thick cement plaster 1:3 on floors. add fine sand = 3.30 Total = 138.30

(15.5) 10mm thick Cement Plaster 1:3 (- ) 8.65 /- for scaffolding Add cost for diffrence in rate of material & extra carriage Fine sand 0.01 X 329.56 3.30

CONCRETE (10.13) Cement concrete 1:2:4 (i) mixing by manual means (a) With stone ballast or shingle Adding: a Coarse sand = 238.04 b Shingle = 388.78 Total = 5190.82

(i) mixing by manual means (CSR A&C Slip 4 dated 08-10-2021): ( ii ) Add Cost of steel 80kg Tor steel(all sizes) @ (4800+18%)/- per Qtl reinforcement (CSR A&C Slip 4 dated 08-10-2021) = 4531.20 Add 10 % contractor‘s profit = 453.12 Coarse sand = 238.04 Shingle = 388.78 TOTAL = 10175.14

(10.10) Cement concrete 1:4:8 (a) with brick balast 40mm gauge(i) mixing by manual means Fine sand = 158.19 TOTAL = 4046.19

Providing lowering & jointing RCC pipe 400 mm dia in trenches & laying same to correct allignment (Complete) as per IS 458-2003 i) Providing RCC pipes 400 mm NP2 = 547.80 Add GST @18% = 98.60 ii) Charges for lowering ,jointing & Cutting of RCC pipes of 400 mm dia = 376.00 TOTAL = 1022.40

Providing lowering & jointing RCC pipe 350 mm dia in trenches & laying same to correct allignment (Complete) as per IS 458-2003 i) Providing RCC pipes 350 mm NP2= 452.00 Add GST @18% = 81.36 ii) Charges for lowering ,jointing & Cutting of RCC pipes of 350 mm dia = 376.00 TOTAL = 909.36

Providing lowering & jointing RCC pipe 150 mm dia in trenches & laying same to correct allignment (Complete) i) Providing RCC pipes 150 mm NP2 = 240.90 Add GST @18% = 43.36 ii) Charges for lowering ,jointing & Cutting of RCC pipes of 150 mm dia = 71.00 TOTAL = 355.26

STEEL AND IRON WORK (18.4) Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

(18.28) Welding by gas or by electric plant, including carriage to and from workshop etc.

SEWERAGE AND DRAINAGE: (35) Foot Rest for Manhole. (1) Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturers permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

CENTRING AND SHUTTERING: (9.1) Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Providing of Alfa valve 350 mm dia complete excluding all tax and charges = 1309.00 Add GST @18% = 235.62 Total = 1544.62

Fixing of Alfa valve (Lump sum)

DISMANTLING (8.5) Dismantling brick work tile, masonry or tile lining ((b)) In cement

Rate of Material = 4700.00 Add Contractor Profit @10% = 470.00 Labour Cess @ 1% = 51.70 Add GST 12% = 626.60 Grand Total = 5848.30

RAVI KUMAR CONTRACTOR