GE/863/EWS-T-57 OF 2021-22

Amount

Demolition of cement concrete (unreinforced) in ground floors and pavings n.exc 15cm thickness ( below or above ground level) complete all as specified and directed.

M&L for 50 mm thick PCC 1:3:6 Type C-1 (using 20 mm graded stone aggregate) as in plinth protection and finished surface even and smooth without using extra cement complete all as specified and directed.

M&L for 100 mm thick PCC 1:2:4 Type B-2 using 40mm graded stone aggregate as in flooring finished surface even and smooth without using extra cement complete all as specified and directed.

Taking down cement or cement lime plaster any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for pipe line, drains, foundations of sewarage lines or manholes or for shafts, wells, cesspits, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in hard/dense soil complete all as specified and directed.

Returning, filling in, spreading, levelling watering and well ramming in layers n,exc 25 cm thick in soil complete all as specified and directed.

Removing excavated soil to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed.

M&L for PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed.

Demolition of precast concrete block walling masonary, built in cement mortar or cement lime mortar incl all quoins, arches, pillars, etc but excluding ashlar facing, dressed stone work and precast concrete articles complete all as specified and directed.

M&L for precast cement concrete block masonary with solid blocks exc 10 cm in width and not exc 20cm in width in 1:3:6 type C-1 (using 20mm graded stone aggregate) and setting in cement mortar 1:6 complete all as specified and directed.

Demolition of Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

M&L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in bed to drain pipe, incl packing under and haunching against the sides of pipe 150 mm bore after they are laid and tested complete all as specified and directed.

Demolition and breaking up drain pipes (salt glazed stone ware, AC or reinforced concrete) (200mm internal dia) of any description set in cement mortar complete all as specified and directed.

M&L for 150 mm internal dia reinforced cement concerete pipes, class NP2, laid and jointed complete with collars and jointed complete all as specified and directed.

M&L for 15 mm thick rendering on brick work or concrete surfaces in cement mortar 1:4, finished surface even and smooth without using extra cement using water proofing compound as per manufacturer's instructions complete all as specified and directed. Note: Water proofing compound shall be measured and paid seperatly as 'Supply Only' under respective item.

M&L for two coats of cement base paint on plastered surface including preparation of newly plastered surfaces complete all as specified and directed.

Supply only integral water proofing compound complete all as specified and directed.

M&L for PCC 1:2:4 type B-1, (using 20mm graded stone aggregate) as in surface channels and drains complete all as specified and directed.

M&L for extra forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, mould, mitred/stopped ends etc. complete all as specified and directed.

S&F in repairs 110 mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and directed.

Demolition of RCC work of any description and in any position complete all as specified and directed.

M&L for precast RCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in cover slab (for man holes etc.) and like , set in cement mortor 1:4 incl necessary form work complete all as specified and directed.

M&L for mild steel TMT bars 6 mm to 8 mm dia bar, cut to length, bent to shape required including cranking, bending spirally for hoping for fencing posts and binding with mild steel wire ( annealed) not less than 0.9 mm dia complete all as specified and directed.

Demolition of septic tank of 20 users including desilting / desludging the septic tanks etc by mechanical means and removing the sludge in liquid or semi-liquid state out side of defence land complete all as specified and directed.

Demolition of soakage well of area not exc. 4 Sqm and depth not exc. 3.0 mtr including desilting / desludging the soakage wells etc by mechanical means and removing the sludge in liquid or semi-liquid state out side of defence land complete all as specified and directed.

M&L for Construction of 20 users Septic tank to carry sewage and sullage water, complete all as specified and shown in Drg No. STD 1320 (C) Sheet 1/3 to 3/3 of Chief Engineer Chandigarh Zone and directed. Note:- (a) Excavation and earth work shall be in any type of soil. (b) Precast cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) block masonry with solid blocks, set in CM 1:4 shall be used in walls in lieu of Brick masonary as shown in drawings. (c ) The width of Precast cement concrete (20mm graded stone aggregate ) type C-1 block masonry in walls shall be as 700 / 600 / 500 / 400 mm in lieu of width of Brick masonary 690 / 575 / 460 / 345 mm respectively as shown in drawings. (d) RCC work where ever shown in drawings as in base slab, baffle walls , Vent shaft, manhole openings with cover connection, roof slab etc . shall be M-25 Design mix, type B1 using 20 mm graded stone aggregate. (e) The cost of all above provisions and other provisions as shown in drawings shall be deemed to be included in quoted rates of this item and nothing extra shall be entertained on this account.

M&L for Construction of Soakage well 1.80 m dia and 3.0 m effective depth complete all as specified and shown in Drg No. STD 1173 (C) Sheet 1R/2 of Chief Engineer Chandigarh Zone and as directed. NOTE:- (a) Excavation and earth work shall be in any type of soil. (b) foundation in PCC 1:3:6 type C2 using 40 mm graded stone aggregate. (c) Honey combing brick walls masonry as shown in drawing. (d) RCC work where ever shown in drawings shall be M-25 Design Mix, type B1 using 20 mm graded stone aggregate (e) The cost of all above provisions and other provisions as shown in drawings shall be deemed to be included in quoted rates of this item and nothing extra shall be entertained on this account.

M/S Gopal Singh

M/S Shamsher Negi Dewa