GE863/EWS-T-20 OF 2023-24

Amount

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

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

M &L for pre-cast cement concrete, type C1 (1:3:6) using 20mm well graded stone aggregate, as in block masonry with solid blocks, exc 10cm in width and setting in cement mortar (1:4), complete, all as specified and directed.

M & L for providing cement concrete Type B1 (1:2:4) using 20mm well graded stone aggregate as in coping etc., complete, all as specified and directed.

M & L for providing Reinforced precast cement concrete, type B-1, (1:2:4) using 20mm well graded stone aggregate as in cover slab for man holes & septic tanks with plain faces set in cement Mortar (1:6), complete, all as specified and directed.

M & L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete, all as specified and directed.

Material and labour mild steel TMT bars, 6mm dia to 10mm dia , cut to length, bent to shape required including cranking, binding spirally for hooping or column, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips as in stirrups, spacer, binders, etc complete all as specified and as directed by the Engineer-in-Charge.

M&L for rendering 15mm thick in Cement Mortar (1:4) on on fair faces of brick work or concrete , finished surface even and smooth without using extra cement, complete, all as specified and as directed.

M&L for 100 mm internal dia salt glazed stone ware pipe Grade 'A' laid in trenches and jointed, complete, all as specified and directed.

M & L for plain cement concrete (1:3:6) , type C-2 using 40 mm well graded stone aggregate as in bed to drain pipes of 100 mm bore, including packing under and haunching against the sides of pipe after they are laid and tested, complete, all as specified and directed.

M & L for 300mm bore, reinforced cement concrete pipe class NP-3 laid and jointed with collars including fittings of same grade, in trenches at any depth including jointing and testing, complete, all as specified and directed.

M& L for PCC (1:4:8) , type D-2, (using 40mm graded stone aggregate) as in bed of drain for 300mm bore pipe incl packing under and completely surrounding pipes with concrete after they are laid and tested for 300mm dia pipes, complete, all as specified and directed.

M & L for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6), complete, all as specified and directed.

M & L for providing precast cement concrete, type C1 (1:3:6), using 20mm well graded stone aggregate and set in cement mortar (1:6) as in bond stone, complete, all as specified and directed.

S & F 110mm dia PVC (SWR) pipe single socketed, in any length in retaining wall as spout pipe, complete, all as specified and directed.

M & L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses masonary, in cement mortar (1:3), complete, all as specified and directed.

Supply and fixing gully traps, salt glazed stoneware (SGSW) square or round mouthed type 'P' of size 180x100mm for drain pipes, complete, all as specified and directed.

Supply, laying, jointing and testing of 150 mm bore ,class ‘A’ ,salt glazed stone ware (SGSW) drain pipe with fittings laid in trenches, jointed in Cement Mortar 1:1, complete, all as specified and directed .

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

S & F of 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls, complete, all as specified and directed .

S & F 110 mm dia bore PVC (SWR) bends any radius, complete, all as specified and directed .

S & F 110 mm dia bore PVC (SWR) bends with access door any radius, complete, all as specified and directed .

S & F 110 mm dia bore PVC (SWR) junction single 'T' equal or unequal, complete, all as specified and directed .

S & F 110 mm dia bore PVC (SWR) junction single 'T' equal or unequal with access door, complete, all as specified and directed .

S & F PVC (SWR) 110 mm bore vent cowl, complete, all as specified and directed .

M & L for plain cement concrete type B-2, 1:2:4 (using 40 mm graded stone aggregate) as in surface channel or drain or benching in manhole, complete, all as specified and directed .

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using ex- tra cement, including forms, moulds, mitred/stopped ends etc, complete, all as specified and directed .

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer , as in soil, complete, all as specified and directed .

Removing surplus excavated material (SOIL) to distance not exc. 50 m and depositing where directed at a level not exc. 1.50 m above the starting point , complete, all as specified and directed .

M&L for Construction of 50 users Septic tank to carry sewage and sludge 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 hard /dense 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 masonry / stone masonry 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 masonry 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 RCC 1:2:4, 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) Brick bats filling as shown in drawings (e) RCC work where ever shown in drawings shall be RCC 1:2:4, type B1 using 20 mm graded stone aggregate (f) 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.

Note:- The total shall subject to adjustment of credit NIL for old Materials as per Schedule of Credit.

M/S Shamsher Negi Dewa