GE/K-49/2025-26

Amount

Excavation in trenches n.exc 1.5 m in depth for foundation, & n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in hard / dense soil complete all as specified and as directed by the Engg-in-Charge.

M&L for Concrete bed to drain pipe in PCC (1:4:8) Type-D-2, using 40 mm graded stone aggregate including packing under and haunching against the sides of pipes after they are laid and tested, for 150 mm bore of pipe (Earth work shall be measured and paid separately) complete all as specified and as directed by the Engg-in-Charge.

M&L for 150 mm bore (DOUBLE WALL CORRUGATED) Pipes (150mm SN8), including fitting laid and jointed with collors complete all as specified and as directed by the Engg-in-Charge.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundations, mass filling , sub base and the like complete all as specified and as directed by the Engg-in-Charge.

M&L for precast cement concrete type C-1, 1:3:6 using 20mm graded stone aggregates, block masonry with solid blocks, exc 10cm width and setting in CM 1:4 complete all as specified and as directed by the Engg-in-Charge.

M&L for Cement concrete Type B-I (1:2:4) 20 mm graded aggregate for coping complete all as specified and as directed by the Engg-in-Charge.

Returning filling in including spreading leveling, watering and well ramming in layers not exc 25 cm in hard/dense soil complete all as specified and as directed by the Engg-in-Charge.

Removing excavated material n.exc. 50 m and deposited were directed at a level n.exc.1.5 m above the starting point complete all as specified and as directed by the Engg-in-Charge.

M&L for rendering 15mm thick in CM 1:4 on other fair faces of brick work or concrete surfaces in two layers 10mm & 5mm thick with WPC to be used in outer layer of 5mm thickness incl finishing the surface even and smooth without using extra cement complete all as specified and as directed by the Engg-in-Charge. (WPC shall be measured and paid seperately)

Supply only liquid waterproofing compound complete all as specified and as directed by the Engg-in-Charge.

M&L mild steel TMT bars 10 mm dia and over cut to length bent to shape required inclduing cranking bending spirally for hooping ends and binding with and incl mild steel wire (annelaed) not less than 0.90 mm dia or securing with clips complete all as specified and as directed by the Engg-in-Charge.

M&L for Providing precast cement concrete Type B-1 1:2:4 (20 mm graded aggregate) in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain frames set in CM 1:6, complete all as specified and as directed by the Engg-in-Charge.

M&L for surface dressing n.exc 15cm deep and getting out in hard/dense soil complete all as specified and as directed by the Engg-in-Charge.

Excavation over area not exceeding 1.5m in depth, for foundation etc and getting out in hard/dense soil complete all as specified and as directed by the Engg-in-Charge.

All as per Srl item No. 14.00 but exc 1.5 Mtr depth in hard/dense soil complete all as specified and as directed by the Engg-in-Charge.

M&L for stone masonry walling of random rubble, uncoursed, well bonded, bedded and solidly hearted bulit in cement mortar 1:4, complete all as specified and as directed by the Engg-in-Charge.

M&L for stone masonry walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and as directed by the Engg-in-Charge.

M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick complete all as specified and as directed by the Engg-in-Charge.

M&L for formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work complete all as specified and as directed by the Engg-in-Charge.

M&L RCC 1:1.5:3 using 20mm graded stone aggregate in slabs supported on walls, beams & columnsin floor roof, landing, complete all as specified and as directed by the Engg-in-Charge. (reinforcement to be measured separately).

M&L for precast cement concrete type B-1 (1:2:4) using 20mm graded stone aggregates as in lintels, landings, coverslabs (for man holes etc) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM 1:4 complete all as specified and as directed by the Engg-in-Charge.

Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, trenches n.exc 1.5m wide and n.exc 1.5m depth in foundation etc and getting out in hard/dense soil complete all as specified and as directed by the Engg-in-Charge.

M&L for cement concrete type C2 1:3:6 (40 mm garded aggregate) in foundations, filling and mass-concrete complete all as specified and as directed by the Engg-in-Charge.

M&L for reinforcement cement concrete (nominal mix) type A1 (1:1.5:3) (using 20mm graded crushed stone aggregate) in foundation, including rafts, footing, foundation beams, plinth beams, bases for coloums etc.complete all as specified and directed by Engr-in-Charge.

M&L for reinforcement cement concrete (nominal mix) type A1, (1:1:5:3) (using 20mm graded crushed stone aggregate) as in columns, pillars, piers, posts and struts, complete all as specified and directed by Engr-in-Charge.

M&L for reinforced cement concrete (nominal mix in ) 1:1.5:3 type B1 using 20mm graded stone aggreagate in beams, cantilevers, bressummers, lintels etc complete all as specified and as directed by the Engg-in-Charge.

M&L for Flat rough finished form work to side of concrete foundations, footings, bases of coloumns,raft and raft beam, sides and soffits (if any) of foundation and plinth beams and similar works.etc complete all as specified and as directed by the Engg-in-Charge.

M&L for Flat rough finished form work to side of pillars, posts, struts, piers, columns and stanchions, etc complete all as specified and as directed by the Engg-in-Charge.

M&L for Flat rough finished form work to sides and soffits of floor or roof beams, beam haunchings girders, bressummers, lintels, cantilevers, shelves including sup-ports, overhangs, etc. also splays between floors and beams, etc complete all as specified and as directed by the Engg-in-Charge.

M&L mild steel TMT bars cut to length bent to shape required inclduing cranking bending spirally for hooping ends and binding with and incl mild steel wire (annelaed) not less than 0.90 mm dia or securing with clips 5mm dia and over upto and incl 10mm dia in strirups, spaces and binder etc complete all as specified and as directed by the Engg-in-Charge.

M&L for 15mm thick cement plaster on other than fair faces concrete surface in cement mortar (1:4) finished even and somooth without using extra cement complete all as specified and as directed by the Engg-in-Charge.

M&L for 15 mm thick cement plaster on fair faces of concrete surface in cement mortar (1:6) finished even and smooth without using extra cement complete all as specified and as directed by the Engg-in-Charge.

M&L for preparation of newly plastred surfaces of walls and applying three coats of white wash complete all as specified and as directed by the Engg-in-Charge.

M&L for preparation of new plastered surfaces on walls and applying two coats of cement based paint over a coat of primer complete all as specified and as directed by the Engg-in-Charge.

M&L for earth filling in floors or paving including spreding, levelling and ramming with watering as required in layers n.exc 25cm thick complete all as specified and as directed by the Engg-in-Charge.

M&L for broken stone or boulders as in hardcore of gauge not exc 63mm deposited, spread and levelled in layers not exc 15cm thick watered and rammed to a true surface complete all as specified and as directed by the Engg-in-Charge.

M&L 75mm thick cement concrete (1:3:6) type C2 as in sub base to floor/plinth protection or similar works complete all as specified and as directed by the Engg-in-Charge.

M&L 25 mm thick cement concrete 1:2:4 type B-0 as in floor finished even and rough to receive floor finishes complete all as specified and as directed by the Engg-in-Charge.

M&L for machine cut kota stone slab flooring 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror/Pre-polish polishing complete incl 20mm thick screed bed in CM 1:6 complete all as specified and as directed by the Engg-in-Charge.

S&F Rolled mild steel Gde Fe-290 (Gde Fe 165) as in Roof trusses (framed), trussed, purlins crane gantries, rails & fastenings & heavy brackets framimg (Beam, tee, angle, tubular, channel or flat section) including distance pieces, cleats etc complete all as specified and as directed by the Engg-in-Charge.

M&L for preparation of newly untreated steel / iron surfaces of any description over 10cm in width or girth not otherwise described and painting two coat of synthetic enamel paint over a coat of red oxide zinc chrome complete all as specified and as directed by the Engg-in-Charge.

S&F plain solid straight chowkats and framed wrought framed rebated on the solid rounded or chamfered put together with glue pinned at joints in 2nd class soft wood KAIL) complete all as specified and as directed by the Engg-in-Charge.

S&F 35 mm thick 2nd class soft wood (KAIL) plain framed panelled shutter (any number of panels) with panels of timber flat on both sides (Feather edge) or of veneered particle board medium density wood particle board with commercial face veneers and fitted to chowkhat complete all as specified and as directed by the Engg-in-Charge.

S&F 30 mm thick 2nd class soft wood (KAIL) glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc divided into squares with plain chamfered or rounded, mitred and rebated sash bars any numbers complete all as specified and as directed by the Engg-in-Charge.

M&L for preparation of new wooden surfaces of any dscription over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primer complete all as specified and as directed by the Engg-in-Charge.

S&F 100mm but hinges medium weight cold rolled mild steel fixed with screws or welded complete all as specified and as directed by the Engg-in-Charge.

S&F Aluminium alloy, anodized, sliding door bolt with hasp staple (bolt type) & fixing clips of shet, cast or extrucded section & fixing bolts & sliding bolts of extrucded section or cast alluminium alloy & fixed 300mm long complete all as specified and as directed by the Engg-in-Charge.

S&F 150mm long alluminium anodized, barrel tower bolts exturded section & fixed complete all as specified and as directed by the Engg-in-Charge.

S&F aluminium handles cast type anodised size150mm fixed with screws complete all as specified and as directed by the Engg-in-Charge.

S&F 75 mm butt higes medium weight cold rolled mild steel fixed with screws or welded complete all as specified and as directed by the Engg-in-Charge.

S&F 100mm long alluminium anodized, barrel tower bots exturded section & fixed complete all as specified and as directed by the Engg-in-Charge.

S&F aluminium handles cast type anodised size 100mm fixed with screws complete all as specified and as directed by the Engg-in-Charge.

S&F plain sheet galss 4 mm thckness of any size and fixed glazing with bedding in each pane complete all as specified and as directed by the Engg-in-Charge.

S&F for Pre- painted galvalume aluminum zinc coating GI based corrugated 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 as specified

S&F for 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 as directed by the Engg-in-Charge.

M&L for Plain fillets of second class soft wood (KAIL), sectional area exceeding 13 Sqcm but not exceeding 25 Sqcm in square, rectangular or traingular in section, clean sawn secured with nails or brads complete all as specified and as directed by the Engg-in-Charge.

S&F second class softwood moulding as in cornices, picture rails and the like sectional area exceeding 3 Sqcm and n.exc 6 sqcm fixed with nails complete all as specified and as directed by the Engg-in-Charge.

S&F 9mm thick Prelaminated particle board, interior grade, prelaminated one side with decorative choice lamination & other side balancing white lamination, fixed with nails to timber frame work in ceiling or sloping portion complete all as specified and as directed by the Engg-in-Charge.

M&L for Point wiring for light/fan/bell with FRLS cable of 1.5sqmm PVC insulated (red/blue/yellow for phase, black for neutral and green for earth) unsheathed multistranded copper conductor 1100 volts grade in and including not less than 2mm thick PVC casing caping with all accessories and 1.5sqmm green in colour PVC insulated multistranded copper conductor FRLS cable for earth continuity connected to common earth dolly incl MS sunken box with 3mm thick pre laminated hylum sheet/PVC box flush/surface type for mounting fittings such as switches,socket,and regulator complete all as specified and directed. (a) for one light point or bell/buzzer point controlled by one switch.

All as per Srl item No. 59.00 here in before but with 2.5sqmm cable and 2.5sqmm for earth continuity for multi 5 pin 5 amp socket outlet on independent board complete all as specified and as directed by the Engg-in-Charge.

All as per Srl item No. 59.00 here in before but with 2.5sqmm cable and 2.5sqmm for earth continuity for 16 Amp socket outlet on independent board complete all as specified and as directed by the Engg-in-Charge.

S&F Switch piano flush type 5 Amps, single pole one way complete all as specified and as directed by the Engg-in-Charge.

S&F Switch socket combination 2 in 1, and 3 and 2 pin, 5 Amps flush type complete all as specified and as directed by the Engg-in-Charge.

S&F Switch socket combination 2 in 1, 5 and 15 Amps flush type complete all as specified and as directed by the Engg-in-Charge.

S&F LED 1x18/20 Watt, 220 V, AC decorative box type fitting with driver, holder including LED tube ligh having lumen out put 100lm/wattt,CCT:6500K , PF>0.9, and connecting up with two core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by the Engg-in-Charge.

S&F in replacement LED luminarie 600 mm x 600 mm, 35/36 watt, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete 6000K/3000K with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cases of suitable size complete.

S&F in replacement of LED Flood light fitting 70 watt 5000 k green/natural white , IP>66 ,grey powder coated die cast aluminium housing , inbuilt energy efficent surge protected electronic driver, with all connected accessories complete all as specified and as directed by the Engg-in-Charge.

S&F Ceiling rose on PVC squre block surface bakelite, two to three terminals complete all as specified and as directed by the Engg-in-Charge.

S&F Sheet metal enclosure MCB DB's double door, 240V, 8 way with 200 Amp rated bus bar including blanking plates where required complete all as specified and as directed by the Engg-in-Charge.

S&F MCB SPN 32 Amp, 240V, 10 KA, C curve connection testing and commissioning complete all as specified and as directed by the Engg-in-Charge.

S&F MCB SP 5 to 32 Amp 240 V 10 KA C curve connection testing and commissioning complete all as specified and as directed by the Engg-in-Charge.

M&L for Earthing complete with galvanised steel earth plate electrode of size 60cm×60cm.× 6mm thick, buried directly in ground (earth pit not less than 2.25 metres deep below ground level) with top edge of the plate not less than 1.5 metres below normal ground level, connected to and including GI iron wire of size 4 mm dia by means of GI bolts, nuts, check nuts and washers, protected by 15mm bore GI light grade ISI marked pipe upto and including test points. Earth plate shall be surrounded by alternate layer 15cm thick of charcoal or coke and common salt all around bottom and top , 20mm bore GI medium grade ISI marked pipe for watering and including funnel,wire mesh,PCC chamber pit made with PCC(1:3:6) type C-1(using 20mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil, returning filling and disposal of surplus soil to a distance not exceeding 50M, CI pit cover duly painted with two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified & shown in electrical plate No.3 of SSR 2009(Part-I) and all as directed. Note:- (i) PCC chamber shall be constructed at least 1.5 meter away from the earth electrode and pipe for watering shall be provide in slanting manner. (ii) Protection pipe and earthing strip upto test point from top of the earth plate and further upto the body of electrical equipment shall be included in the unit rate of this item. (iii) Earth testing arrangement should be done by contractor as per direction of Engr-in-Charge.

S&F 1100 volts grade heavy duty 10 sqmm 2 core flat cable PVC insulated aluminium stranded conductor, served with inner sheathing of PVC tape and overall PVC sheathed in service connections suspended complete all as specified and as directed by the Engg-in-Charge.

Note : Deduction for amount of Rs. 0.00 as listed in Schedule 'A' Part-II (Schedule of Credit) shall be made while awarding of contract.

M/s Siachen Construction Co. (BID ID -3372493)

Feroz Engineering Works (BID ID -3372057)

KASHMIR FAIR DEAL SERVICES (BID ID -3371864)

M/S LIAQAT ALI KHAN (BID ID -3372208)

M/S MOHD HUSSAIN (BID ID -3371960)

Amar Singh (BID ID -3371894)

M/S Ghulam Mustafa (BID ID -3372362)