AGE(I)/D-51/2020-21

Amount

Demolition of brick work or stone masonary, precast cement concrete walling built in cement mortar including all quoins, arches, pillars etc., complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete (unreinforced) in ground floor and pavings not exceeding 15cm thickness (below or above ground level) and removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.

Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not other wise specifically provided complete all as specified and directed.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for including removal the rubbish/ demolished material outside defence land, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for plain cement concrete 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate), as in foundation filling and mass concrete, complete all as specified and directed by Engr-in-charge.

Walling of random rubble masonry (best quality stone), uncourses, well bonded, bedded and solidly hearted, built in cement mortar 1:6 including providing weep holes (PCC bond stone shall be deducted from the composite quantity)all as specified & directed.

All as per srl item No 6.0 here in before but except stones complete all as specified and directed. (Note- The serviceable stones obtained from Serial item No-1.00 will be used after removing motar, cleaning the stone with water, etc.)

Extra over stone walling for hammer dressing to face stones and dressing of beds & joints, as specified, of random rubble walling, uncoursed or brought upto courses with max depression on face from straight edge held against the dressed surface not exc 40mm on granite or trape stone complete all as specified & directed.

Precast cement concrete 1:3:6 type C-1, using 20 mm graded crushed stone aggregates as in bond stone (for stone wallings), posts, columns, lintels, door cills and the similar work, set in cement mortar 1:4 etc

Hand packing (any thickness) of broken stone boulders at back of wall over arches etc and raising or lowering to the required level

Material and labour for brick work with sub class ‘B’ bricks burnt, straight or curved on plan exceeding 6 metre mean radius built in cement mortar (1:6), complete all as specified and as directed by the Engineer-in-Charge.

Raised pointing to random or polygonal rubble, uncoused or brought up to courses in CM 1:4

Material and Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate) as in fixing of hold fasts, copings, bed plates,kerbs or mud stops, benching, lintels upto 1.50m span, plinth courses , seismic and other bands and the like, finished the surface fair and even, including necessary form work complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for plain cement concrete 1:3:6 type C-1 (using 20mm graded mechanically crushed stone aggregate) as in surface channels and drains, complete all as specified and as directed by the Engineer-in-Charge.

Taking down cement plaster of any description, thickness and in any position including raking out joints, hacking for key, scrubbing down with water etc complete, all as specified and as directed by the Engineer-in-Charge

Material and labour for 15mm thick rendering in cement mortar (1:6) on surface of any description of brick or concrete and finished the surface even and smooth without using extra cement complete all as specified.

Material and labour for 15mm thick rendering in cement mortar (1:6) on other than fair faces of brick or concrete surface of any description, finished the surface even and smooth without using extra cement complete all as specified.

Material and labour for three coats of white wash on newly plastered surface of ceiling including preparation of surfaces complete all as specified and as directed by the Engineer-in-Charge.

Material and labour for 50 mm thick PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in sub base and surface finished even and fair with out using extra cement all as specified and as directed.

Supply and fixing chequered cement concrete tiles, rubber moulded with laquer polish for extra shine, size 300 mm x 300 mm x 22-25 mm thick, ISI marked, coloured, set jointed and pointed in neat cement slurry over and including 20 mm thick (average thickness) cement screed (1:4) base, complete all as specified and as directed by the Engineer-in-Charge.

Material and labour 100mm thick cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in floor, finishing cement concrete surface even and smooth with out using extra cement complete laid in alternate bays (area of EACH bay not exceeding 1.80 PER SQUARE METRE), all as specified and directed .

Material and labour mild steel TMT bars, 10 mm dia and over, 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 complete, all as specified and as directed by the Engineer-in-Charge.

Material and Labour for pre-cast cement concrete type B-1, 1:2:4 (using 20 mm graded mechanically crushed stone aggregate), as in cover slabs for manhole, shelves etc. set in cement mortar (1:4) and finished cement concrete surface even and fair without using extra cement complete, all as specified and as directed by the Engineer-in-Charge.

M/s. Rishav Sood

Roshan Lal Thakur