Raising of Boundary Wall Around Nasha Mukti Kendre at Fatehabad in Fatehabad Distt.

Amount

E/Work in embankment and sub grade in raising portion with soil minimum CBR of 8% obtained from borrow pit with all lead and lift transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305. The finished road surface will be as per X-section attached . At no place,top of sub grade of raised road will be less than 0.90 mtr above adjoining NSL. NSL for a block of 100mtr will be worked as mean of 6 levels taken on 20 m center to center length of road. These six levels are at three location on both side one at edge ROW. Other at 5 m and 10 m away from ROW. In case the quantity of earth work calculated with NSL and finished level found to be less than 290.00 cum. Then actual quantity (less than 290.00 cum) will be paid. In case quantity worked out is more than 290.00 cum, then only 290.00 cum will be paid Excess quantity shall be incidental to work and nothing extra will be paid.further it shall be ensured that atleast 500mm of sub grade with earth of CBR 8% shall be constructed at each location. Whereever any cutting of existing sub grade is required on this account excavation as well as hendling and disposal to accommodate minium 500mm sub grade of minimum 8% CBR shall be carried out by the agency at his own cost nothing extra will be paid on this account. Before start of work L-section shall be got approved from the employer. Note: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC – SP-89-2010 as approved by SE-In-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land.

Pdg. & Fixing Fibre Shed with MS sq pipe 2"-2", vertical post M. S. round pipe 3" dia, Fibre sheet having weigth for one sq. feet 0.19 kg to 0.21 kg per 100 sqft. i/c nuts screws, faster ball etc., fixing fibre sheet with nuts and screws i/c welding complete placing in all respect as per direction and complete satisfaction of Enginere-In-Charge (NS)

Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters 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 a lead of 30 Mtrs. (HSR 6.6)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (HSR 8.5 (b) in cement

Cement concrete 1:8:16 with brick ballast 40 mm nominal size in foundation and plinth (HSR 10.26)

First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HRS 11.4)

First class brick work laid in cement sand mortar 1:4 in first storey upto 4 m. above plinth level. (HSR 11.9)

Plastering on wall 12 mm thick cement plaster 1:6 (HSR 15.7)

(a) Applying priming coat with metal primer on new steel or iron work including preparation of surface. (HSR 16.9)

(b) Painting two coats excluding priming coat with ready mixed paint for matelic sufraces in all shades on new steel or iron work. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (H.S.R. 16.17)

Providing two coats of exterior acrylic emulsion paint (HSR 16.79 (b) Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge

Wrought iron and mild steel (using angles, flats, square bars, tees and channels), ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)

Providing and fixing hard drawn steel wire fabric 75 mm x 25 mm rectangular mesh with 3.25 mm dia wire fixed on steel windows of standard rolled section with 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws welded complete in all respect (HSR 18.33)

Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded (HSR 10.115 - Note)

Shubham Contractor Fatehabad

M/s Surender Construction

Kewal Krishan Chawla Contractor

Amit Singh Contractor

RAMESH KUMAR