SPL REPAIR OF SHED NO 02 (ATTA SHED) OF COY ASC AND PROVN OF OPEN DRAINAGE 450 MTR LONG IN UNIT AREA AND SOAKAGE WELL -02 AT ASC UNDER AGE B/R-III AND IV OF GE(SOUTH) MEERUT CANT

Amount

Dismantling floor hearth and wall tiling incl cement mortar bedding but not backing complete all as specified and directed.

Material and labour machine cut kota stone slab flooring 20-25mm thick over cement screed bed 15mm thick CM 1:6 laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete complete all as specified and directed.

Material and labour for 25 mm thick PCC 1:3:6 - B0 (using 12.5 mm graded stone aggregate) as in floor finished surface fair and even complete all as specified and directed.

Demolition of brick work built in cement morter including all quoins, arches, pillars etc, complete all as specified and directed.

Material & labour brick work with fly ash bricks built in CM 1:6 with sub class B, brick & straight or curved on plain exeeding 6m mean radius complete all as specified and directed.

Taking down cement plaster from walls of brick or concrete or stone walls etc including racking out joints hacking for key scrubbing down with water complete all as specified and directed.

Material and labour rendering 15mm thick in CM 1:6 on fair faces of brick or concrete surfaces finished even and fair complete all as specified & directed.

Material and labour preparation of newly plaster surface of wall and applying two coats of cement base paint over one coat of white wash complete all as specified and directed.

Material and labour preparation of old plaster surface of wall and applying two coats of cement base paint over one coat of white wash complete all as specified and directed.

Dismantling cement fibre sheet (corrugated or semi corrugated) sheets in roof covering complete all as specified and directed.

Dismantling timber scantling 40 sqcm and over in section in any position complete all as specified and directed.

Dismantling timber scantling, fillets, purlins etc under 40 sqcm in section in any position complete all as specified and directed.

Supply and fix pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. (Note: Height of Bldg upto 9 M for fixing of sheet).

Supply and fix pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. (Note: Height of Bldg upto 9 M for fixing of sheet).

Supply and fix MS work as Fe-290 (Gde E-165) in framed work for roof trusses purlin rafter fastning distance pieces cleats, plates, boltes etc (including fixing independently vertical post) complete all as specified and directed. (Note: Height of Bldg upto 9 M for fixing of sheet).

Taking down wooden chowkats or frames with shutters (without taking of shutters from the frames) not exceeding 1.50 Sqm each complete all as specified and directed.

Taking down wooden chowkats or frames with shutters (without taking of shutters from the frames) exceeding 1.50 Sqm and not exc 4.00 Sqm each complete all as specified and directed.

Supply & fix 30mm thick flush shutter solid core construction with particle board core and plywood face panels, commercial type on both sides complete all as specified and directed.

Supply and fix in repair for factory made steel window box type using ERW 'P' section comprising double frame for gauged and glazed skeleton shutter jointed internally with flat iron 40x3mm complete including hinges, handle tower bolts stops, lugs etc all as shown on drawing Note (i) For the purpose of measurement & payment double shutter with frame shall be considered as one unit (ii) Unit rate quoted against this item shall also include the iron mongry as required (iii) Guard bars glazing & wire mesh shall however be measured & paid for separately under respective items of Sch ‘A’ complete all as specified and directed .

Supply & fixing mild steel framed work such as grills, grating,gauge etc with end of bars shouldered and/ or riveted forged into spikes, framed guard bars, railings and similar work complete conforming to Fe-290 Gde E-165 complete all as specified & directed.

Material and labour 75 mm thick PCC 1:3:6 type C-2 as in plinth protection, path etc finished the surface even & fair complete all as specified

Supply and fix pressed steel frames size 105x60mm ( thickenss 1.25mm) for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete, as specified.

Material and labour one coat of white washing to old plastered surfaces of walls after preparation of surface complete all as specified and directed.

Supply and fix mild steel rolling shutter of size exe 18 Sqm but n.exe 25 Sqm should conform to IS:6248, the rolling shutter accessories should be as specified and approved should be suitable for fixing in position as specified i.e otuside or inside: on or below lintel or between jambs of the opening,rolling shutter can be hand operated or gear operated, shutter consist of 80 mm wide MS laths 1.25 mm thick or gauge as specified of mild steel sheet machine rolled. the shutter shall conform to following specification- (a) Cold rolled steel strips : cold rolled strips used for rolling shutter lath sections shall conform to temper No. 05, dead soft quality of IS: 4030 (b) GI sections : GI sheets and plates used for manufacturing the guide channels, brackets and lock plate should be of hot rolled steel of thickness not less than 18 gauge conforming to IS:5985. All the components of rolling shuter to be hot dip galvanised with a zinc coating containing not less than 97.50% pure zinc. The minimum weight of zinc coating to be 230 g/sq.m. (c) Steel pipe:- GI used for the suspension shaft of the roller should be heavy duty pipe suitable for mechanical purposes and shall conform to IS: 1161 (d) Cast iron casting: Cast iron casting used for roller pully whells, U-clamps shall conform Grade 15 of IS:210 (e) Spring: The spring stell wire used or helical spring should conform to Grade 2 of IS: 4454. including taking down old rolling shutter, all as specified and directed. (Note- Hight of rolling shutter upto 5 to 6 meter).

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

Material and labour 3 mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sqm in each pane complete all as specified and directed.

Material and labour and fixed galvanised mild steel wire cloth, 0.56mm nominal dia of wire and average width of aperture 1.18mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and directed.

Material and labour for preparation of new steel surface of any descripion over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed

Excavation in trenches n exc 1.5 m wide and n exc 1.5 m in depth in soft/ loose soil for foundation n.exc 10 Sqm on plan, including levelling of bottom surface to required level getting out complete all as specified and directed.

Material and labour for broken stone or bouldersas in hardcore of guage n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

Material and labour for PCC 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in foundation fillings and mass concrete and sub base of floor complete all as specified and directed.

Material and labour 1:3:6 type C1 (using 20 mm graded stone aggregates as in surface channels and drains complete all as specified and directed.

Material and labour extra for forming fair finished drain or channel 60cm inner girth in cement concrete using extra cement including finishing the top of benching even and smooth using extra cement (forming channel shall be measured and paid for separately) complete all as sepcified and directed.

Material and labour providing cement concrete 1:2:4 type B1 (20mm graded crushed stone agg) plain cmeent concrete in coping to concrete block/brick masonry and for filling in road cutting and like etc including necessary form work required complete all as specified and directed.

Material and labour 15 mm thick rendering in CM 1:4 on fair faces of brick or concrete surfaces finished even and smooth without using extra cement complete all as specified & directed.

Material & labour for construction of soakage wells, excavated. in ordinary soil, foundation PCC 1:3:6 type C-1 walls of honey combed and solid brick in cement mortar, RCC slab in M25 design mix, filling work with brick bats, complete of size 1.80 m dia x 3.00m effective depth complete all as shown in TD Drg ( TD/309 sheet 1/4 to 4/4 of HQ CEBZ ) complete all as specified and directed.

Material and labour precast cement concrete as in cover slabs (for manholes etc PCC 1:2:4 type B1 (20mm graded crushed stone aggregate) set in cement mortar 1:6 including necessary of form work complete all as specified and directed.

Material and labour 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 MS wire (annealed) not less than 0.9mm dia or securing clips complete all as specified and directed.

All as per srl item No 38.00 above but 6mm to 8mm dia as in stirrups/rings complete all as specified and directed.

Material & labour for plain cement concrete bed to drain pipes including packing under, haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) upto 300 mm bore pipe complete all as specified and directed.

Removing excavated materials to a distance not exc 50 m and deposited where directed at a level not exc 1.5 m above the starting point all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layers n.exc. 25cm thick in soft / loose soil complete all as specified and directed.

Material and labour for 300 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with coller include for laying pipes level or to falls in trenches, and tested, laid in trenches complete all as specified & directed.

Rajneesh Jain

SA construction co.

YADAV CONSTRUCTION COMPANY

MOHAN LAL GUPTA