SPECIAL REPAIR TO ROOF TREATMENT OF BUILDING No. P-103 IN TIRAH LINE, ROOF COVERING TO PASSAGE IN BUILDING NO. HT-29 AND PROVISION OF SANTRY POST IN BHARATPUR LINE AT MILITARY STATION DHARAMSHALA

Amount

Demolition of cement concrete (Unreinforced) as in roof, floors (other than ground floor), beams, staircases, landing chajjas and similar suspended work, complete all as specified and directed by Engr-in-Charge.

Complete removal of existing roof treatment such as old APP membrane, polythene film, mud phuska and the like, complete all as specified and directed by Engr-in-Charge.

Wire brushing & cleaning top surface of cement concrete including flashings and junction of parapets/ walls, complete all as specified and directed by Engr-in-Charge.

Applying a coat of cement slurry @ 3Kg/ Sqm including preparation of surfaces, complete all as specified and directed by Engr-in-Charge.

10mm thick cement plaster in cement mortar 1:4 on concrete surface of roof or terracing surface, finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge. (NOTE: WPC to be measured and paid separately).

Cutting out cracks to V section in existing roofs or terracing, cleaning out, and filling solidily with a hot mixture of bitumen and clean dry sand 1:1 (By weight), complete all as specified and directed by Engr-in-Charge.

Supply only liquid water proofing compound, complete all as specified and directed by Engr-in-Charge.

Applying one coat of primer conforming to IS: 3384-1986 over plastered surfaces @ 0.40 litres/Sqm of density 0.87-0.89kg/litres at 25°C and viscosity 70-160CPS ( primer shall be of same make as of memebrane), complete all as specified and directed by Engr-in-Charge.

APP (Atactic Poly-propylene polymer) modified membranes, five layered, 3mm thick weighing not less than 3.5 kg/Sqm, having a centre core of polyester non-woven mat (FP) reinforcement dipped into APP modified mix and sealing all the over laps 75mm on length side and 100mm on width side of membranes by torching as per manufacture's instructions by authorised applicator as per manufactureres instructions, complete all as specified and directed by Engr-in-Charge.

Disconnecting water tanks, setting aside and re-hoisting, refixing in position after carry out roof repair including reconnection of capacity 500 ltr, complete all as specified and directed by Engr-in-Charge.

Dismantling water tanks of capacity exc. 250 ltrs & n.exc 500 ltrs, complete all as specified and directed by Engr-in-Charge.

Rotational moulded polyethylene water storage tank 500 Ltrs capacity (cylinderical vertical with closed top) and make hoisted and fixed in position, complete all as specified and directed by Engr-in-Charge.

Brass valve, high pressure with polythene float and fly nut complete screwed for iron pipe or brass ferrule fixed for 20mm bore pipe fixed in repair, complete all as specified and directed by Engr-in-Charge.

Stop valve, cast copper alloy screwed down high pressure with crutch or butterfly handle, screwed both ends for iron pipe for unions of 15mm bore fixed in repair, complete all as specified and directed by Engr-in-Charge.

Stop valve, cast copper alloy screwed down high pressure with crutch or butterfly handle, screwed both ends for iron pipe for unions of 20mm bore fixed in repair, complete all as specified and directed by Engr-in-Charge.

Taking down cement plaster on brick or stone surfaces etc. including raking out joints, hacking for key, scrubbing down with water etc, complete all as specified and directed by Engr-in-Charge.

15mm thick rendering in CM 1:4 on fair faces of brick wall or on concrete surfaces, surface finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.

15mm thick rendering cement plaster in CM 1:3 on fair faces of brick wall or on concrete surfaces as in ceilling, surface finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.

Two coats of all weather exterior paint over a coat of primer on walls including prepration of new plastered or unplastered surface, complete all as specified and directed by Engr-in-Charge.

Two coats of white wash on newely plastered surface on ceiling including prepration of surface, complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, M-15, type B-0 (using 12.5 mm graded crushed stone aggregates) as in coping, cills, steps, chajjas parapets bed plates, kerbs, water trough and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engr-in-Charge.

Removing building material etc (other than spoils) to a distance of 500 metre including loading, unloading and stacking at the destination, complete all as specified and directed by Engr-in-Charge.

Taking up or down GI water tubing of 15 mm bore including connections, complete all as specified and directed by Engr-in-Charge.

Taking up or down GI water tubing of 20 mm bore including connections, complete all as specified and directed by Engr-in-Charge.

Refixing 15mm old steel tubing and connections in new or old position ( walls, ceiling and floors etc) complete all as specified and directed by Engr-in-Charge.

Refixing 20 mm old steel tubing and connections in new or old position ( walls, ceiling and floors etc) complete all as specified and directed by Engr-in-Charge.

Galvanised steel water tubing,15 mm bore, medium grade, with all fittings/ fixtures, complete all as specified and directed by Engr-in-Charge.

Galvanised steel water tubing, 20 mm bore, medium grade, with all fittings/ fixtures, complete all as specified and directed by Engr-in-Charge.

REVENUE-06 Dismantling plain or corrugated steel sheeting, any gauge, thickness, including nainital or similar pattern roof covering complete, all as specified and directed by Engr-in-Charge.

Excavation in post holes(or similar holes) in hard/ dense soil, each not exc 0.5cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance not exceeding 50m & making good surface complete all as specified and directed by Engr-in-Charge.

Rolled MS wk as in roof trusses (framed), trussed/ posts and similar work including special shaped washers etc; of Fe-410W (Gde E-250) quality 'A' complete all as specified & directed by Engr-in-Charge.

MS Plates (Plain or Chequered) channels square cut or notched and courtersunk holes without any attachment complete all as specified and directed by the Engr-in-Charge.

Mild steel work as in wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed by Engr-in-Charge.

Pre-painted galvatume aluminium Zinc coating GI based corrugated steel sheeting 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering fixed with self tapping screws complete all as specified and directed by Engr-in-Charge.

Two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces including prepration of new steel surface, complete all as specified and directed by Engr-in-Charge.

Plain Cement concrete, M-15, type B-1 (using 20 mm graded crushed stone aggregate) as in coping and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and directed by Engr-in-Charge.

Demolition of brick work or stone/ boulders masonry, built in cement mortar including all quoins, arches, pillars, etc but excluding ashlar facings dressed stone work and precast concrete articles, complete all as specified and directed by the Engr-in-Charge.

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

Rendering 15 mm thick on other than fair faces of brick or concrete surface in CM 1:6, finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

Rendering 15 mm thick on fair faces of brick or concrete surface in CM 1:4, finished even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

2nd Class hard wood plain solid chowkats and frame wrought, framed, rebated on the solid, rounded or chamfered put together with glue pinned at joints complete, all as specified and as directed by the Engineer-in-Charge.

4mm thick sheet glass ordinary quality and glazing with oil putty or wooden beads in square n.exc.0.50 sqm in each pane complete, all as specified and directed by Engr-in-Charge.

Two coats of synthetic enamel paint over a coat of pink primer on new wood or wooden based surfaces of any description, exceeding 10cm width or girth including preparation of surfaces, complete all as specified and directed by Engr-in-Charge.

Two coats of oil bound distemper over a coat of chalk whitening on walls including prepration of new plastered/ unplastered surfaces complete all as specified and directed by Engr-in-Charge.

Glazed ceramic coloured tiles of size 300mmX200mm,thickness not less than 7mm thick as in vertical concrete /brick surfaces, set and jointed in neat cement slurry and pointed in white or colour cement to match the colour of tiles including 10mm thick rendering in cement mortar 1:4 complete all as specified and directed by Engr-in-Charge.

Two coats of cement based paint on walls including prepration of new plastered/ unplastered surfaces complete all as specified and directed by Engr-in-Charge.

Galvanized corrugated mild steel sheeting, 0.63 mm thick with two corrugations side lap, fixed with ' L' or 'J' hooks and washers, as in roof covering with grade of zinc coating 275, complete all as specified and directed by Engr-in-Charge.

Surface excavation in soft/loose soil not exc 30 cm deep and averaging 15 cm deep and getting out, complete all as specified and directed by Engr-in-Charge.

Hard Core of gauge 63mm, deposited, spread and levelled in layers not execeeding 15cm thick, watered and rammed to a true surfaces with broken stones, complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, 75mm thick, M-10 (nominal mix), type C-2 (using 40mm graded crushed stone aggregate) as in sub base and similar work complete all as specified and directed by Engr-in-Charge.

Chequered cement concrete tiles machine pressed glossy finish (heavy duty) of size 30cmx30cmx25mm thick with grey cement and pigment set jointed & pointed in neat cement slurry in floors over 15mm thick screed bed in cement mortar 1:6 complete all as specified and directed by Engr-in-Charge.

Precast cement concrete louvres and jallies, M-15, type B-0 (using 12.5 graded crushed stone aggregates), 25 mm thick, set in CM 1:4, measured solid including all moulding but excluding frame (precast frame shall be measured separately) complete all as specified and directed by Engr-in-Charge.

MW-04/20-21 Rough excavation not exceeding 1.5m deep & getting out in any type of soil etc, complete, all as specified and directed by Engr-in-Charge.

Removal excavated material (soil) to a distance exceeding 50 metre and not exceeding 250 metre deposited where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and directed by Engr-in-Charge.

Excavation over area not exceeding 1.5m deep & getting out in any type of soil complete all as specified and directed by Engr-in-Charge.

PCC, M-5 (nominal Mix), type D-2 (using 40 mm graded crushed stone aggregates) as in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge.

Walling of random rubble masonry with best quality locally available stone brought upto courses, well bounded, bedded and solidly hearted and built in CM 1:6 complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, M-15, nominal mix, type B-1, (using 20mm graded crushed stone aggregates), as in coping, bed plates, water trough and the like incl weathering, slightly, rounded or chamfered angles and throating, complete all as specified and directed by the Engr-in-Charge.

PVC (SWR) pipes single socketed in any length, 110mm bore as in weep holes complete all as specified and directed by Engr-in-Charge.

Extra over stone walling for hammer dressing to face stone and dressing of face beds and joints as specified of random rubble walling uncoursed or brought up to courses with maximum depression on face from straight edge held against the dressed surface not exceeding 40mm for granite or trap stone,complete all as specified and directed by Engr-in-Charge.

Raised pointing to random rubble masonry, uncoursed or brought up to courses in cement mortar 1:4,complete all as specified and directed by Engr-in-Charge.

Removing of excavated soils to a distance not exceeding 50mtr and depositing where directed at a level not exceeding 1.50mtr above the starting point complete all as specified and directed by Engr-in-Charge.

Returning, filling in, including spreading, leveling, watering & well ramming in layers not exceeding 25cm thick complete all as specified and directed by Engr-in-Charge.

Excavation in trenches in any type of soil not exceeding 1.5 m wide and not execeeding 1.5 m in depth and getting out in any type of soil complete all as specified and directed by Engr-in-Charge.

Returning, filling in (soil), including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified and directed by Engr-in-Charge.

Removing excavated surplus material to a distance not execeeding 50 metre and depositing where directed at a level not execeeding 1.5m above starting point complete all as directed by Engineer-in-Charge.

Plain cement concrete, M-15, (nominal mix), type B-2 (using 40mm graded crushed stone aggregate) as in foundation, filling & mass concrete, complete all as specified & directed by Engr-in-Charge.

Brick work with sub class 'B' bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed by the Engr-in-Charge.

10mm thick rendering in CM 1:4 on other than fair faces of brick wall, surface finished even and smooth without using extra cement, complete all as specified and directed by Engr-in-Charge.

Rendering 20mm thick on fair faces of brick or concrete surface in CM 1:4, finished even and smooth without using extra cement with WPC complete all as specified and directed by Engr-in-Charge.

Steel window with side hung shutters including projecting type higes with steel handle and steel peg stay,guard bars & shutters with glazing bars, steel conforming to IS-1038, dovetailed or welded, complete all as specified and as directed by the Engineer-in-Charge.

Plain cement concrete, M-15(nominal mix), type B-1 (using 20mm graded crushed stone aggregates) as in cills even and smooth without using extra cement complete all as specified and directed by Engr-in-Charge.

RCC, M-25, type B-1 (using 20mm graded aggregate) as in slab supported on wall or shelves and the like incl necessary formwork complete all as specified and directed by the Engr-in-Charge.

RCC, M-25 (design mix) as in slabs supported on walls beams and columns in floors, roofs, laqndings, balcony, canopies, deck slabs and shelves and like complete all as specified and directed by the Engr-in-Charge.

RCC M-25 (design mix) as in foundation, beams, plinth beams, bases for column, complete all as specified and directed by the Engr-in-Charge.

Form work to sides of concrete foundation, footing base of columns and raft beams ,sides and soffits ( if any) of plinth beams, complete all as specified and directed by the Engr-in-Charge.

Form work to sides soffits of suspended slabs such as roof slabs floor slabs landing and similar works, complete all as specified and directed by the Engr-in-Charge.

Form work to sides and soffits of floor or roof beams,beam launchings, griders, bressumers etc, complete all as specified and directed by the Engr-in-Charge.

From work to edges of concrete flat, treads, window cills etc, complete all as specified and directed by the Engr-in-Charge.

Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required including cranking and binding 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 by the Engr-in-Charge.

Mild steel TMT bars 06 mm to 08 mm dia, cut to length, bent to shape required including cranking and binding 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 by the Engr-in-Charge.

Mild steel TMT bars 05 mm dia and over, cut to length, bent to shape required including as in stirrups including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by the Engr-in-Charge.

Two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces including prepration of new steel surface, complete all as specified and directed by Engr-in-Charge.

Three coats of white wash including preparation of new surfaces, complete all as specified and as directed by Engineer-in-Charge.

Three coats of white wash as in ceiling including preparation of new surfaces, complete all as specified and as directed by Engineer-in-Charge.

Moorum/red bajri in floors , layers not exceeding 150mm thick including spread, rolled and consolidated to gradient as required complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, 100mm thick, M-5 (nominal mix), type E-2 (using 40mm graded crushed stone aggregate) as in sub base and similar work complete all as specified and directed by Engr-in-Charge.

Plain cement concrete, M-15, type B-1 (using 20 mm graded crushed stone aggregate) 40mm thick,as in floor finished concrete surface even smooth using extra cement, Complete all as specified and directed by Engr-in-Charge.

KISHAN CONTRACTOR