CA NO. CWE BLY /GE(W) / 86 OF 2021-2022 PROVN OF SEWAGE LINE CONNECTED WITH STP OF MOOLTAN COY, DOGRAI COY, PHILLORA COY, CLK LINE , ADM BLOCK, JCOS MESS and JCO SINGLE LIVING(1500M) IN JRC BAREILLY UNDER GE(W) BAREILLY

Amount

Surface dressing in soft/loose soil incl cleaning the area, bushes, shubs etc and removing upto 50M distance complete all as specified and directed.

Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft/loose soil complete all as specified and directed.

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

M&L Brickwork with using old size sub class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in cement and sand mortar (1:6 ) complete all as specified.

M&L Brickwork with using old size sub class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in cement and sand mortar (1:4 ) complete all as specified.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4, finished even and smooth without using extra cement but using waterproofing compound as per manufacturers instructions complete all as specified and directed. Note :- Integral waterproofing compound shall be Measured & paidseparately as "Supply only" complete all as specified and directed.

Supply only integral Water proofing compound

M&L for 100mm bore SGSW drain pipe (Grade-A), laid in trenches and jointed in CM 1:1 and tested complete all as specified and directed.

M&L for 150mm bore RCC pipes, class NP2 laid in trenches and jointed with collars complete all as specified and directed.

M&L for 200mm bore RCC pipes, class NP2 laid in trenches and jointed with collars complete all as specified and directed.

M&L for 300mm bore RCC pipes, class NP2 laid in trenches and jointed with collars complete all as specified and directed.

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

M&L for concrete bed to drain pipes in cement concrete 1:3:6, type C-2 (Using 40 mm graded stone aggregates) including packing under and haunching against the sides of pipes after they are laid and tested for bore of pipe 150 mm complete all as specified and directed.

M&L for concrete bed to drain pipes in cement concrete 1:3:6, type C-2 (Using 40 mm graded stone aggregates) including packing under and haunching against the sides of pipes after they are laid and tested for bore of pipe 200 mm complete all as specified and directed.

M&L for concrete bed to drain pipes in cement concrete 1:3:6, type C-2 (Using 40 mm graded stone aggregates) including packing under and haunching against the sides of pipes after they are laid and tested for bore of pipe 300 mm 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 excavated soil to distance n.exc. 50m 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 cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1, smooth finished and reforming benching as required for bore of pipe 100 mm complete all as specified and directed.

M&L for Providing Plain Cement Conrete, type B-1, 1:2:4 mix (using 20mm graded stone aggregates) in lintels upto 1.5m clear span, cills, steps, seismic, and other similar bands, plinth courses, string courses, lacing courses parapets and railing up to 60 cm in height, copings, benching, kneelers, apex, stone bed plates water troughs and the like including weathering slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed

M&L for precast RCC (1:2:4), type B-1 (using 20 mm graded crushed stone aggregate) as in cover slabs (for manholes etc.) including all use of forms, moulds or machine moulds and setting the blocks, slabs etc. in cement mortar (1:4) complete including necessory form work etc.all as specified and directed ( NOTE:-Reinforcement shall be measured and paid separately under respective item of this Schedule).

M&L for TMT bars 8mm dia and over, cut to length, bent to shape required including cranking, bending spirally for hooping for columns and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.

Demolition of cement concrete of any description and in any position (unreinforced) in ground floors ./ paving not exceeding 15 cm thick (below or above GL) complete all as specified and directed.

M&L for Hard core of guage not exc 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.

M& L for 75 mm thick PCC 1:4:8 mix, type D-2 (using 40mm graded stone aggregates) as in sub base floor / pavings complete all as specified and directed

M&L for Precast cement concrete, 1:2:4 mix, Type B0, (using 12.5mm graded stone aggregates) as in Kerb stones, machine pressed, factory fabricated including weathering slightly rounded or chamfered angles & throating, of size 300mm long, 100mm thick & 350mm deep & set in CM (1:4) including necessary excavation & earthwork complete all as specified and directed

M&L for Precast Plain Cement Concrete coloured interlocking paver blocks factory made with casting in rubber/PVC moulds & compacting on a vibro table assembly and shall be cured in curing tank for at least 14 days and then air dried before use. The paver block shall be conforming to IS 15658 -2006 of 80mm thickness, M-40 Grade. approved design, shape, size and colour of top layer laid over & including dry river sand bedding 25 mm thick complete all as specified and directed.

Cutting holes into or through brick walls in cement mortar and stone walls and making good in cm (1:3) or cement concrete 1:2:4, type B1, as required, superficial area exceeding 150 sq cm and not exceeding 400 Sqcm complete all as specified and directed.

TRISHOOL ASSOCIATE

Shikhar ji Enterprises