REMODELLING OF GURERA MINOR FROM RD 0 TO 14500 TAIL OFF TAKING AT RD 119383 RIGHT DEOSAR FEEDER

Amount

Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation andsubsequent filling around masonry, in 15 cm layers withcompaction, including disposal of all surplus soil, as directedwithin a lead of 30 metres (HSR item No. 6.6)

Cement Concrete 1:4:8 with stoneaggregate 40mm nominal size in F&P (HSR item No. 10.39)

Supply and Laying RCC pipe NP2 300 mm dia (HSR item No. 28.60)

Supply and laying of 1000 mm dia RCC NP2 pipes as per HSR item No.28.60

First class brick laid in cement sand mortar 1:4 in foundation and plinth. (HSR item No. 11.4)

Cement concrete 1:3:6 with stone aggregate 20mm nominal size in F&P (HSR item no. 10.40)

1st class brick work in Cement sand mortar 1:3 laid in foundation & plinth (HSR item no. 11.5)

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth. (HSR item No. 10.41)

Laying cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal , ex-cluding steel reinforcement , but uncluding centering and shuttering, laid in position, complete in all respect. (HSR item No. 10.82+10.95-a)

Steel Rain fored TMT barsFe-500 EQR TMT Steel bar for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete. (HSR item No. 18.22) A&C issued slip No. 24 dated 25.10.19

Cement Concrete 1:6:12 with stoneaggregate 40mm nominal size in F&P (HSR item No. 10.32)

12 mm thick cement plaster in 1:4 on brick walls (HSR item No. 15.5)

Cement pointing 1:3 deep variety on brick wall (HSR item No. 15.61)

Preparation of plastered or concrete surfaces for painting, including sand papering the surface, applying one coat oflinseed oil and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mitti including finishingsurface to the required finish, complete. (HSR item No. 16.24)

Painting 2 coat with ready mixed exterior paint in all shades on newly plastered/conc. (HSR item No. 16.26)

Painting new letter in English all paint or shades in 7.50 CM in height (HSR item No. 16.66 (b) (i))

Painting new letter in Hindi all paint or shades in 7.50 CM in height (HSR item No. 16.66 (a)

Painting New lein hintter and figures of any shades with synthetic enamel paint black or any other approved color to give an even shade borders & arrows up to 6 cm in width as per (HSR item No. 16.66( C)

Dismantlling of Brick work (HSR item no. 8.5 (b)

Filling and Expansion of Joints (HSR item No. 19.17)

Dry Brick on Edge HSR item No. 14.20

Dismantlling of Pucca Road (HSR item No. 24.37)

Earth work Excavation in all lead up to 495 meters HSR item No. 6.2 (b) (i) (ii) (iii) 6.3 (i)

Dismantlling of RCC Slab(HSR item no 8.6 (e)

75mm thick Design Mix C.C of grade M-15 on side slope and curve portion complete

75 mm thich Design mix C.C. M-15 Coping 0.25' thick and 1.00 feet wide HSR item No. 10.64 A&C issued slip No. 32 dt. 11.11.19

Centering and shuttering of coping HSR item No. 9.13

Laying 150 micron polythene film on sleepers area N.S.

Supply of 150 micron polythene film over sleepers N.S.

Dismantling of existing old tile lining HSR item No. 8.5 (b)

Dismantling of coping HSR item No. 8.6 (b)

Earth work in excavation/cutting in ordinary soil with a combined lead up to 30 mtrs.including breaking of clods, undressed earth work with all other allowances complete in allrespect as per approved drawing/design and PWD specifications and as per direction of Engineer in-charge as per HSR item No. 6.2 (b&C) (I)

Providing and fixing Gate and Gearing N.S.

Removing of 1000 mm Dia RCC Pipe NP2 HSR item No. 8.35

Compaction of earth rolling to specifications bring the earth in to suitable optimum moisture contents with the use of water bowers, laying the earth into 25 cm layers with use of road roller/sheepfoot roller and tractor or any other like machinery under suitable moisture contents with desired field density complete in all respect as per approved design/drawing as per direction of the Engineer-in Charge as per HSR item no. 6.2 g (i, iii, iv)

Earthwork for Scooping-(HSR item No.6.1 a)

Credit of tile linning

Credit of Steel

Credit of Pipe

Credit of Brick work

M/s Balaji Construction Company

M/S LAXMI CONSTRUCTION CO.