CA NO. GE AF NO.1/GUR-08/2025-26 REPAIR TO BRICK WORK, WALL PLASTERING TO EARTHERN TRAVERSE IN X AREA AT 54 ASP UNDER GE (AF) GURGAON NO 1

Amount

Schedule-A

Dismantling of brick work built in cement mortar including all qoins, arches, pillars, etc. complete all as specified and as directed by Engr-in-charge.

Demolition in cement concrete (unreinforcedd) ground floor and paving nexc. 15 cm thickness ( below above ground floor ) all as directed by Engr-in-Charge.

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

M&L for Brick work with sub class 'B' bricks straight or curved on plan exc 6 mtr mean radius built in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.

All as per srl item No. 4 here in before but except bricks Note:- Serviceable bricks obatined from srl item No. 1 shall be re-used in srl item No. 5 after cleaning etc complete all as specified and directed by Engr-in-Charge.

Dismantling of cast iron , concrete, asbestos, PVC pipes of any dia and description from trenches or with walls etc complete all as specified and directed.

S&F PVC pipes single socketed in any length with rubber ring joints fixed to wall ( 110mm bore) including flat iron claimp for proper fixing complete all as specified and as directed by Engineer-in-Charge.

S&F PVC pipes single socketed in any length with rubber ring joints fixed to wall (75mm bore) including flat iron claimp for proper fixing complete all as specified and as directed by Engineer-in-Charge.

S&F in repairs PVC bends 110mm dia complete all as specified by Engineer-in -Charge.

S & F in repairs PVC bends 75mm dia complete all as specified and directed.

Dismantling of asbestos cement (corrugated, semi-corrugated, etc.) sheets any thicknes in roof covering complete all as specified and as directed by Engineer-in-Charge.

S&F Asbestos cement 6mm thick corrugated or semi-corrugated sheets in roof firxed with L-type or J-type or cranked hook bolts complete all as directed by Engr-in-Charge.

S&F Asbestos cement 6mm thick in two pieces adjustable plain ridge fixed wirth l-type and J-type or cracked hook bolts complete all as specified and as directed by Engr-in-Charge.

Taking down cement Plaster, any description on Brick Walls or on concrete Surfaces including raking out Joints, hacking for Key, scrubbing down with Water, etc., and removing same from the Site(s), complete all as specified and as directed.

M&L for for rendering 15mm thick in CM (1:6) on brick work or concrete surfaces other than fair face of brick work, finished fair & even w/o using extra cement complete all as specified and as directed by Engr-in-Charge.

M&L for for rendering 10mm thick in CM (1:3) on ceiling or concrete surfaces, finished fair & even w/o using extra cement all as specified and directed by Engr-in-Charge.

M&L for Preparing Newly Plastered Surfaces of walls and applying two coat of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade(Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over one coat of JK/cement base putty complete all as specified and directed by Engineer-in-Charge.

M&L for Preparation New decorated plaster or unplaster surfaces of ceiling and cornices, spoiled by smoke soot, moulds, moss and efflorescent salts and trading oil and greasy spots by scraping and washing with water and applying two coat of white wash complete all as specified and directed by Engineer-in-Charge

Preparation old decorated surfaces of walls and cornices, spoiled by smoke soot, moulds, moss and efflorescent salts and trading of oil and greasy spots by complete scraping and washing with water entier satisfaction with Engr-in-Chargeand applying two coat of cement paint complete all as specified and directed by Engineer-in-Charge.

Preparation of old painted steel surfaces of any description not otherwise described, over 10 cm width or girth and applying two coat of synthetic enamel paint complete all as specified and directed by Engineer-in-Charge.

Dismantling of mild steel work of any description not other wise provided of all as direted by Engr-in-Charge.

S&F Mild steel plates, plain or chequered, 5mm thick or over in thickness in available sizes Fe 410 W (Gde-E-250) quality-A all as specified and directed by Engr-in-Charge.

S&F for MS as in posts, gate and struts in fencing angle including cutting tops to shape as directed, drilling holes, notching for wire etc flat iron fillets (for securing with mesh etc including all necessary drilling bolting or riveting etc and similar work confirming to Fe-290 (Gde-E-165 quality-B. Note:-Posts/struts of angle iron made to shape shall be welded to existing angle iron bracket of security wall, contractor shall make his own arrangement for welding for boundary wall by using gen sets or any alternative arrangement all as specified and directed by Engr-in-Charge.

M&L for post construction ATT along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. in apron complete all as specified and directed by Engr-in- Charge.

M&L for post construction antitermite Treatment of soil under existing floors using emulsion @ one litre per litre per hole, 300mm apart including drilling and plugging 12mm dia holes with cement mortar 1:2 (1 cement :2 coarse sand) to match the existing floors complete all as specified and directed by Engr-in- Charge.

M&L for expanded metal not exc four kg per sqm, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members, fixed as in repair complete all as specified and directed by Engr-in- Charge.

M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in coping cill, rounded or chamffered on edges complete all as specified and directed by Engr in Charge.

Dismantling of wall/ floor tile including backing coat any description or any thickness led beded and pointed in any cement motar and removal to out of MD land complete all as specified and directed by Engr-in- Charge.

M&L for providing 75mm thick cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base of floor complete all as specified and directed by Engr-in-Charge.

M&L for Chequered cement concrete tiles 300x300x25mm thick, set jointed and pointed in near cement slurry in floors with gray cement and pigments in any colour machine preassed glazed , over cement screed bed 15mm thick cement motor 1:6 all as specified and as directed by Engr-in-charge.make nitco/arena or equivalent all as specified and directed by Engr-in-Charge.

M&L for 60 mm Machine pressed pre casted pressed cement concrete interlocking paver blocks with grey cement and no pigment of any shape and size conforming to IS- 15658-2006, strength not less than M-35 grouted with clean dry fine sand including 25mm thick sand cushioning all as directed by Engr-in-charge.

M&L for 100mm thick Cement concrete 1:2:4, type B-2 using 40 mm graded stone aggregate as in path finished even smooth with broom finished without using extra cement, laid in alternate panels with 8mm wide full depth joints duly filled with sealing compound Gde-A complete all as specified and directed by Engr-in-Charge.

Cleaning of open drains by removing sludege silt etc and removing debrish form out of MoD land complete all as specified and directed by Engr-in-Charge.

M&L for cleaning of RCC SWT tank by dewatering removing all deposite materials like sand silt, sludge, impuritie etc, washing of side walls, scraping with iron brush to removal all type of scales, filling up cavaties by cement motar 1:1 and washing walls with lime powder complete all as specified and directed by Engr-in-Charge.

M&L for Up rooting of trees and accumulated mud and grass around on top of roof and wall by dismantling brick works in any mortar and mix PCC plastered surface of any description not exc 30 cm girth of trees and disposal of unserviceable material to a distance n.exc 50M including and making good to match with existing surface of double storey with necessary scaffolding complete all as specified and as directed.

Demolition of reinforcement cement concrete in slab, beam, chajja (other than ground floor) beams staircases,and similar all as specified and directed by Engr-in-Charge.

M&L for reinforced cement concrete type B-1, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts, dunnage block etc. for fencing, average sectional area exc 100 sq. cm and not exc 250 cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed all as specified and directed by Engr-in-Charge.

S&F Mild steel 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 all as specified and directed by Engr-in-Charge.

All as per item No 38 hereinbefore, but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders all as specified and directed by Engr-in-Charge.

M&L for 75 mm thick in PCC 1:3:6 type C-2 using 40mm graded aggregate as in Plinth protection including 6x10mm grove in every 3Mtr including bitumen mastic filling in joints complete all as specified and directed by Engr-in-Charge.

Dismantling of plain or corrugated steel sheeting,any gauge, thickness, including nainital or similar pattern roof coverings, complete all as specified and as directed by Engineer-in-Charge.

S&F 0.50 mm thick pre painted galvalume aluminium zink coating GI based corrougated /plain steel sheeting or curved of any colour having tansile strength of 550 MPA as in roof covering/clading to wall fixed with self tapping screws, complete all as specified and directed by Engr-in-Charge.

S&F in repair Rolled mild steel Fe-290(Gde E-165) sections as in framing for cladding, glazing and the like fixed with angle cleats and connecting plates, etc,complete all as specified and directed by Engr-in-Charge.

M&L for Preparation new steel surface exc 10 cm width/girth one coat red oxide primer and two coat synthetic enamal paint all as specified and directed by Engineer-in-charge

M&L washed stone grit plaster on exterior walls in two layers under layer 12mm cement plaster 1:4 (1cement 4coarse sand) furrowingthe under layer with scratching tool applying cement slurry @ 3kg/sqm top layer 15mm cement plaster 1:1/2:2 ( 1white cement 1/2 coarse sand : 2 stone chipping coloured 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing & washing the top layer with brushes & water to expose the stone chipping and taking down old grit plaster complete all as specified pattern decided by Engr-in-Charge.(payment for providing grooves shall be made separately). Note:- Top layer of shade be of white cement using colouring pigment & stone chipping of desired colour as approved.

Forming groove of uniform size 15mm wide and 15mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge

Supply only approved earth for forming embankment from outside of MD land (including rough excavation & transportion of excavated soil to the site) and laying of soil free from all impurites at desired location above or below ground level complete all as per specifications and direction of the Engineer-in-charge.

Forming embakments including raising (or lowering) earth, speading in layers not exc 30 cm thick, watering remming/rolling upto 95% proctor density and finishing to required size sape, etc., not exc 1.5mtr high from base complete all as specified and as directed.

Forming embakments including raising (or lowering) earth, speading in layers not exc 30 cm thick, watering remming/rolling upto 95% proctor density and finishing to required size sape, etc., exc 1.50 mtr but not exc 3.0mtr high from base complete all as specified and as directed.

Forming embakments including raising (or lowering) earth, speading in layers not exc 30 cm thick, watering remming/rolling upto 95% proctor density and finishing to required size sape, etc., exc 3.0 mtr but not exc 4.5mtr high from base complete all as specified and as directed.

Forming embakments including raising (or lowering) earth, speading in layers not exc 30 cm thick, watering remming/rolling upto 95% proctor density and finishing to required size sape, etc., exc 4.50 mtr but not exc 6.0mtr high from base complete all as specified and as directed.

Forming embakments including raising (or lowering) earth, speading in layers not exc 30 cm thick, watering remming/rolling upto 95% proctor density and finishing to required size sape, etc., exc 6 mtr but not exc 7.5mtr high from base complete all as specified and as directed. Note for Items 75 to 79: Necessary levels of traverses shall be taken before and after filling of earth at the grid of 2.0mtr for computation of earth work quantities. For cross varification stack measurement of earth brought from rough excavation by stack measurement or lorry measurement shall also been recorded.

Note The amount of Rs 51899/- against Schedule of Credit on Page No 139 shall be deducted from the total amount quoted against Sch 'A' while deriving the Contract Sum for Acceptance

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