GEK-41/2020-21

Amount

Schedule 'A' Section - I

Demolition of Cement concrete (Unreinforced) of any description in ground floors and pavings n exe 15 cm thickness (below or above ground level) complete all as specified and as directed by the Engineer-in-Charge.

Demolition of stone/boulder masonary built in cement mortar including all quioins, arches, pillars etc complete all as specified and as directed by the Engineer-in-Charge.

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

M&L for Walling of random rubble,uncoursed well bonded, built in CM(1:4)as in retaining wall,parapet,steps complete all as specified & directed by Engineer in charge

Ditto as per item No- 04 but except stone complete all as specified and as directed by the Engineer-in-Charge

M&L for precast PCC 1:3:6 type C1 using 20 mm graded stone aggregate as in bonder stones set in cement mortar 1:4 complete all as specified.

M/L for PCC 1:3:6 type C-1 using 20 mm graded stone agg as in coping to retaining walls/steps/parapet /base of railing post etc including necessary formwork and forming construction joint at 3.00m interval and expansion jpoint at 10 m interval etc complete all as specified.

S&F PVC pipes 110 mm bore as in weep holes complete all as specified.

M&L for Raised pointing in cement mortar 1:4 to brick or stone masonary wall complete all as specified.

M&L for Boulder filling, laid dry, hand packed tightly as in back filling of retaining wall complete all as specified.

M&L for Boulder pitching, laid dry, hand packed tightly and grouted with cement sand mortar 1:6 complete all as specified.

Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses( Hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 20mm) complete all as specified.

Cutting cheses , pining in , making good to facing fare where required and pointing in cement mortar 1:3 to ends or edged of lamdings , steps cills sunshed , shelves , lintels etc in brick wall complete all as specifeed

S & F Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates, Fe-410-W(Gde-Fe-250) quality- B complete all as specified.

S&F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50 mm thick of an colour having tensile strength of 550 Mpa as in roof covering/clading to wall, fixed with self tapping screws as specified

M&L for Preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide primer of surfaces over 10cm width or girth complete all as specified.

Excavating in post holes in hard/dense soil(or similar holes) each n exc 0.5 cu. m, getting out, surplus soil at a level nexc 1.50m above the starting point, complete all as specified.

Removing excavated material exc. 1.50Km and n exc 5.0 Km m depositing where directed at a level n exc. 1.5 m above the starting point

M&L Plain Cement concrete 1:3:6 type C2 using 40mm graded stone aggregates as in foundations, filling and mass concrete, all as specified.

S&F Compound girders and stanchions, lattice girders, aerial masts, staging for water tanks and the like including caps, bases, splices etc. built up from two or more beam or channel sections or angles with plates, including all lattice bars, stiffeners, gusset plates of Fe-410W(GdeE-250) quality B, all as specified.

S F Galvanised corrugated mild steel sheeting 0.63 mm thick with two corrugation side lap, fixed with coach screw and washers, in roofs, walls etc with grade of zinc coating 275.

Excavating over areas, n exc1.5 m deep and getting out in hard/dense soil etc complete all as specified.

Excavating over areas, exc 1.5 m but n.exc 3 m deep and getting out in hard/dense soil complete all as specified.

M&L for hardcore of gauge n exc. 63 mm of broken stone or boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a ture surface complete all as specified.

M&L for brick work with sub class 'B' brick in cement mortar 1:6, straight or curved on plan exc 6 m mean radius, complete all as specified

Returning filling in including spreading levelling watering and well ramming in layers not exc 25 Cm etc complete all as specified.

Removing excavated material exc 50 mtr and n exc 250 mtr depositing where directed at a level n exc 1.5 mtr above the starting point.

M&L for Glazed ceramic coloured tiles 300 mm x 450 mm x 6 to 7 mm thick,as in wall, skirting, dados, risers to steps, etc set and jointed in neat cement slurry and pointed in coloured cement to match tiles over and including 10 mm thick rendering in CM (1:4) complete.

M&L Non skid ceramic coloured tiles 395mm x 395mm x 6mm to 7mm thick, in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match laid over and including 15mm thick screed bed with cement mortar 1:4 all as specified

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4, complete all as specified

M & L for preparation of new surfaces of walls and applying two coats of cement base paint over a coat of priming paint, complete all as specified

S & F butt hinges MS medium weight 100 mm long etc complete all as specified

S&F for Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similarsmall articles conforming to Fe-290 Gde-E-165 etc complete all as specified.

S & F 15 mm bore galvanised tubing ' medium grade' with all fittings laid in trenches complete all as specified.

S & F 20 mm bore galvanised tubing ' medium grade' with all fittings laid in trenches complete all as specified.

S&F 15 mm dia pipe stop valves cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified

S&F 20 mm dia pipe stop valves cast copper alloy screwed down high pressure with crutch or butterfly handle screwed both ends for iron pipe or for unions complete all as specified

S &F for 1.00 mm thick, mild steel sheet steel gate and similar works and fixed to steel framing with plain 40mm lap joints with riveted or welded seams including bending or turning up,mitred angles etc. as required complete all as specified.

Surface excavation n.exc 30cm deep and averaging 15 cm deep and getting out in hard/dence soil complete all as specified

M&L for providing 75 mm thick cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregate as in sub base complete all as specified.

M&L for Screed bed or bedding layer of mortar 20 mm thick for laying floor finishes etc complete all as specified.

M&L for prepolished coloured chequered cement concrete tiles 30 cm x 30 cm x 20 mm thick, set jointed and pointed in neat cement slurry in floors with grey cement and pigment etc complete all as specified

Excavating in trenches, not exc 1.5m wide and not exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes etc. not exc 10 sq. m on plan and not exc 1.5m in depth and getting out in hard/dense soil, complete all as specified

M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified

M & L for providing cement concrete 1:2:4 Type B1 using 20mm graded aggregate as in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided for in Item 04028, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as specified.

M & L for rendering 15mm thick in cement plaster 1:6 on stone masonry surfaces or other than fair faces of brick work or concrete surfaces , finished even and smooth without using extra cement complete all as specified & directed.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point soil, complete all as specified.

M & L for preparation of new plastered or unplastered surface & applying two coats of cement base paint over a coat of alkali resistance primer complete all as specified

S&F prepainted galvalume alumunium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in ridges/roof covering/cladding to wall fixed with J hooks,nut and bolts/self tapping screws,EPDM washer & HDPE fillers complete all as specified.

S & F of Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walkways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified

S & F Plates (plain or chequered) of Fe 410W Gde E-250 Quality -A channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete fixed all as specified & directed.

Amount of credit of Rs. 70,000.00 for retrived old material as mentioned in Schedule 'A' section-II of tender document in pdf form, will be deducted offline while acceptence of tender.

Vishal Builder

Vinod Kumar Aggarwal

M/s Parmod Kumar

PRITPAL SINGH