Rehabilitation of Lohgarh Ist Disty from 0 to 18250

Amount

Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in charge in cement mortar as per HSR item no. 5.7.4

Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete as per HSR item No. 4.33

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: as per HSR item no. 4:12:1

Earth work for 'Lip-cutting' for lining of irrigation channels, inclusive of all allowances, lead and dressing by mechanical/ mannual means. 0 to 1.5m depth. As per HSR item no. 14.24.1

Earth work in excavation by mechanical means (Hydraulic cavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m lead and lift up to 1.5 m, as directed by Engineer-in-charge as per HSR item no.4.14:1

Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 75mm thick in curve portion and side slope manually including rendering with 10-mm cement plaster (1:4) form work, dressing and preparation of subgrade curing lining for 28 days as per directions of Engineer-in charge.(75mm thickness) as per HSR item No. 14.10.1.2

Providing and laying in porrtion cement concreate 1:3:6 slove aggreeacte 40mm gudge HSR 6.1:4

Brige work with common burnt clay non modals in cement mortar 1:4 MSR 7.21.1

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:3 (1 Cement: 3 coarse sand) Drive

Providing and laying in porrtion cement concreate 1:2:4 (1 Cement :2 coarse sand (Zone-III): 4 graded stone aggregate 20 mm nominal size) specified grade pf reinforced cement concreate, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level.

Steel reinforcement for R.C.C work where not included straightening, cutting,bending, placing in position, binding,wastag,overlaps,welded joints, spacer bars,chair,stays, hangers and annealed steel wie etc. complete in all respect below plinth level. ( Thermo-Mechanically treated bars of grade Fe-500D or more. Note:- reinforcement shall be measured in length incuding hooks, if any, separately for different diameters as actually used in work, excluding overlaps, Wastage joints, spacer bars. chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be deemed to be included in the rates for reinforcement, HSR item No.6.33.6

Dismantling O.F, A.P.M Or O.S.M, type oulets involving dismanting cement masonry and removing of precast R.C slab with H up to 0.60 m. HSR item No 14.55.3.1

Supply and fixing of APM Block NS

Centering and shuttering including strutting, propping etc, and removal of form for suspended floor,roof, landing, balconles HSR item No. 6.30.3

Providing and laying in position ready mixed plain cementconcrete, with cement content as per approved design mix andmanufactured in fully automatic batching plant and transported tosite of work in transit mixer for all leads, having continuousagitated mixer, manufactured as per mix design of specifiedgrade for plain cement concrete work, including pumping ofR.M.C. from transit mixer to site of laying and curing, excludingthe cost of centering, shuttering and finishing, including cost ofcuring, admixtures in recommended proportions as per IS: 9103to accelerate/ retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of theEngineer-in-charge.(Note :- Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix ). M-15 grade plain cement concrete (cement content considered @ 240kg/cum)as per HSR item No. 6.22.2.2

Filling expansion joints, with special impervious hot pour, 12.5 mm wide as per HSR item No. 14.18

Supply of 150 micron Polythene sheet

Fixing control points by Differential Global Position System(DGPS) instrument at every one kilometer along the boyh side of canal including collection of necessary data etc. as per HSR item no 14.48

Providing computerised detailed cross section drawings in two copies at 100 m interval with actual profile of river (levels at every 30m. distance along cross section) on A-3 size paper with scale 1 cm = 15m or 1 cm = 30m which is suitable as per site a) up to 1 00 c as per HSR Item No. 14.49

Laying of 150 micron polythene Sheet

Kilometre Stone Reinforced cement concrete M25 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per HSR item no. 34.27.2

Boundary pillar Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting as per HSR item No. 34.28

Extra allowance for form work in concrete lining in bed as per HSR Item No. 14.16.1

Credit of Dismentalled material of brick work in cement sand mortar.

M/s Shivji Singla and Sons