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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Being L1 |
| 2 | L2₹1.4 Cr+₹4.7 L (3.43%)Rejected-Finance | ₹1.4 Cr+₹4.7 L (3.43%) | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹1.4 Cr+₹7.7 L (5.65%)Rejected-Finance | ₹1.4 Cr+₹7.7 L (5.65%) | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹1.5 Cr+₹10.7 L (7.83%)Rejected-Finance 29 MODEL TOWN BEHIND GURUDWARA PATHANKOT | PATHANKOT | PATHANKOT | PUNJAB | 145001 | ₹1.5 Cr+₹10.7 L (7.83%) | L4 | Rejected-Finance Not Being L1 |
| 5 | L5₹1.5 Cr+₹17.5 L (12.8%)Rejected-Finance C O SECTOR 02 HOUSING COLONY CHANNI HIMMAT JAMMU J K PIN 180015 | JAMMU | JAMMU AND KASHMIR | 180015 | ₹1.5 Cr+₹17.5 L (12.8%) | L5 | Rejected-Finance Not Being L1 |
Tender Value
₹1.3 Cr
EMD Value
₹1.4 L
Closing Date
25 Nov 2022, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS
PROVN OF CERTAIN ROLLER SHUTTERS WITH ALLIED INFRA AND CAM PAINT FOR EW VEHS GARAGES AT FD SUB GP AND SPECIAL REPAIR TO HARDSTANDING AT R CENTRE AT BB CANTT, SRINAGAR UNDER GE 864 EWS
2022_MES_556468_2
CWEK-48/2022-23
Open Tender
Civil Works
Item Rate
270 days
GE 864 EWS
Class B Category a i a ii and a v
7 documents required · 7 mandatory
₹1,000
Yes
GE 864 EWS
₹1.4 L
HQ 133 WORKS ENGRS
4 May 2023
7 Nov 2022
3 Dec 2022
7 Nov 2022
25 Nov 2022
18 Nov 2022
7 Nov 2022 - 12 Nov 2022
14 Nov 2022
Amount
Surface excavation in any type of soil, not exceeding 30cm deep and averaging 15cm deep and getting out, complete all as specified
Excavation 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 soft/loose soil,for taking out pipe, laying of pipe and getting out for diverting of CI pipe line for drain and cables complete all as specified
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil, complete all as specified
M & L for removing excavated soils n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and as directed.
Material and Labour for Fine and dry sand cushioning for underground cable by providing a layers of sand 8cm deep before laying and 15cm deep after laying the cable including tretching the cable, complete all as specified and as directed . Note - Punned thickness of sand layer shall be measured and paid to contractor.
Material and labour for Sub class ‘B brick, old size, brick covering laid dry, flat, transversally along the length of cable on sand cushioning, with width equal to the length of the brick, complete all as specified and directed.
M & L for hardcore of broken stone or boulders gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15cm thick, watered and rammed to a true surface, complete all as specified and directed.
M & L for 100mm thick cement concrete type D-2 1:4:8 (using 40mm graded aggregate),as in sub base of flooring including finished surfaces even and fair, complete all as specified and as directed.
M & L for 100mm thick cement concrete type B-1 1:2:4 (using 20mm graded aggregate), as in flooring including Spike rolling to surfaces or making impressions of expanded metal.whilst the concrete is green, complete all as specified and as directed.
S & F Steel rolling shutters with ball bearing specified, including top cover, anchoring rod, hasp & staple and one shop coat of primer; erected in position as indicated complete ,gear operated type with chain wheel and hand chain thickness of laths 1.25 mm (Ball bearing shall be measured and paid seperately complete all as specified and as directed by the Engineer-in-Charge
S & F mild steel safety lever locks with 4 levers for rolling shutters complete all as specified and as directed by the Engineer-in-Charge
S & F ball bearing for rolling shutters complete all as specified and as directed by the Engineer-in-Charge
M & L for cutting holes into exc. half brick but not exc one brick, built in cement mortar or cement lime mortar and stone walls, for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required (Depth of embedded portion of holdfasts or lugs measured from the face of the jamb into the wall) complete all as specified and as directed.
S & F 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 similar small articles conforming to Fe 410-0 or Fe 310-0 complete all as specified and as directed.
M & L for providing cement concrete 1:2:4 Type B-1 (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, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed.
M & L for Forming 12 mm thick expansion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A’, Thickness of concrete slab in 100mm, complete all as specified and as directed.
M & L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound, Grade `A`, complete all as specified and as directed.
M & L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15cm thick, spread, levelled and rammed including watering, complete all as specified and directed.
M & L for PCC 1:4:8 Type D-2 (40mm graded aggregate as in foundations, filling and mass concrete complete all as specified and as directed.
M & L Brick work with sub class old size 'B' bricks straight or curved on plan exceeding 6 m mean radius, built in cement mortar 1:4, complete all as specified and as directed .
M & L Rendering 10 mm thick plastering in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and fair without using extra cement complete all as specified and directed.
M & L for PCC 1:2:4 Type B-0 (using 12.50 mm graded aggregate) as in surface channels and drains complete all as specified and as directed.
M & L Preparation of new steel and iron surfaces of any description over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide, complete all as specified and directed.
M & L Preparation of new plastered surfaces of walls and applying two coats of cement base paint, white or tinted on plastered surfaces walls over one coat of priming paint complete all as specified and directed.
S & F Rotational moulded polythene water storage tank ( tripple layer cylindrical vertical with closed top) 2000 litre capacity ISI marked hoisted and fixed in position, connecting to inlet and outlet pipe connections , with and including 20mm dia GI wash out with plug including air pipe complete all as specified and directed.
20mm dia for Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe and fixed. (Minimum weight 2 0 m m - 2 1 0 g m s fixed in repair complete all as specified and directed.
M & L for lagging to 15mm dia pipes used in internal water supply or plumbing all round with 25mm thick bonded mineral wool pre-formed `SNAP ON` pipe sections of density 144 Kg/cum conforming to IS 9842 with chicken mesh and 0.01 mm aluminium foil complete all as specified and as directed.
M & L for lagging to 20mm dia pipes used in internal water supply or plumbing all round with 25mm thick bonded mineral wool pre-formed `SNAP ON` pipe sections of density 144 Kg/cum conforming to IS 9842 with chicken mesh and 0.01 mm aluminium foil complete all as specified and as directed.
S & F Stop valve, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions,15 mm bore ISI marked complete all as specified and as directed.
S & F Stop valve, cast copper alloy screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions,20 mm bore ISI marked complete all as specified and as directed.
Supply installation,testing and commissioning of electric driven 5 HP centrifugal pumpset suitable for minimum discharge 410 LPM at 30 mtr minimum head coupled with suitable 3 phase,415 volts,50 Hz,AC induction motor of 3000 RPM including safety device and low/high voltage cutoff relay, all holding arrangments complete all as specified and directed.
S & F Steel water tubing medium grade galvanised with all fittings including short length ,laid in trenches or fixed complete to walls and ceilings or laid in floors complete with all fittings(such as bends, elbows, Tee, Short pieces ) connectors, back nuts, disminishing ,pieces ,cap and plugs, union etc) of 50 mm bore complete all as specified.
S & F Steel water tubing medium grade galvanised with all fittings including short length ,laid in trenches or fixed complete to walls and ceilings or laid in floors complete with all fittings(such as bends, elbows, Tee, Short pieces) connectors, back nuts, disminishing ,pieces ,cap and plugs, union etc) of 40 mm bore ISI marked complete all as specified.
S & F Steel water tubing medium grade galvanised with all fittings including short length ,laid in trenches or fixed complete to walls and ceilings or laid in floors complete with all fittings(such as bends, elbows, Tee, Short pieces ) connectors, back nuts, disminishing ,pieces ,cap and plugs, union etc) of 20 mm bore ISI marked complete all as specified.
S & F Steel water tubing medium grade galvanised with all fittings including short length ,laid in trenches or fixed complete to walls and ceilings or laid in floors complete with all fittings(such as bends, elbows, Tee, Short pieces ) connectors, back nuts, disminishing ,pieces ,cap and plugs, union etc) of 15 mm bore ISI marked complete all as specified.
Supply and fixing DOL starter upto 7.5 HP including taking down unserviceable starter complete all as specified and directed.
Material and labour Brass/ Gun-metal, globe or gate valves,of size 20 mm bore dia, iron wheel head, screwed both ends for iron pipe including required GI fittings and taking down unserviceable valve, complete all as specified and directed.
Material and labour Brass/ Gun-metal, globe or gate valves,of size 15 mm bore dia, iron wheel head, screwed both ends for iron pipe including required GI fittings and taking down unserviceable valve, complete all as specified and directed.
Supply and fixing PVC HP flexible pipe covered with mechanical protection complete all as specified and directed.
Supply and fixing flat three core 16 sqmm,PVC insulated and PVC seathed industrial cable,1100 volts confirming to IS:694 of 25 sqmm suitable for submersible pumpset complete all as specified and directed.
Supply and laying in trenches or passing through pipes, XLPE insulated , screened, PVC bedded, galvanised steel strip or wire armoured electric power cable 1100 Volts grade with stranded aluminium conductor of size 2 Core 10 Sqmm, ISI marked complete, all as specified and as directed.
Sub main wiring with single core copper conductor cable multistrand (FR-PVC) insulated and unsheathed by using 2 single core, copper 4 Sqmm cable with one single continuous 4 Sqmm copper conductor cable PVC insulated and un sheathed (green colour) earth wire connected to common earth dolly in and including concealed PVC rigid conduit of 25mm dia, 2.0 mm wall thickness (ISI marked) with all fittings and fixing accessories, complete all as specified and as directed.
Supply and fixing sheel metal enclosure double door for mounting MCBs with 200 Amps rated busbar 4 ways AC 240 volts with IP-43 protection including cutting chase to wall for fixing DB and making good the disturbed surfaces to match with existing surface,complete all as specified and directed.
S & F MCB SPN 32 Amps, 240 Volts, 50 Hz AC made from self-extinguishing thermostate plastic and suitable for 'C' curve 10 KA breaking capacity,complete all as specified and directed.
S & F MCB SP 06 to 32 Amps, 240 Volts,50 Hz AC made from self-extinguishing thermostate plastic and suitable for 'C' curve 10 KA breaking capacity,complete all as specified and directed.
Earthing complete with galvanised earth plate electrode 600mm x 600mmx 6mm thick buried directly in ground vertically ( earth pit of depth not less than 2.25m below ground level ) with top edge of the earth plate not less than 1.5m below normal ground level, connecting with 10.00 mm galvanized steel wire earth lead by means of bolts, nuts, checks nut and washers made out of galvanized iron and earth wire protected by galvanized steel pipe 15mm dia (light grade) including provn of concrete pit in PCC 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate), 40mm thick RCC cover slab 1:2:4 tpye B1 reinforced with XPM ( weight not less than 4kg/sqm ) and frame made of angle iron of section 40x40x6mm with lugs, 02 Nos handle of 6mm dia mild steel bar made to shape, 20mm dia GI pipe (medium grade) for watering perforated at bottom 1.75m long placed on top edge of earth plate, charcoal and salt filling in alternate layer, test point made out of phopsphorus/ Bronze with fixing arrangement , funnel wire mesh and earth work in soft/loose soil, returning filling, removal of surplus soil all as shown in electrical plate No.3 of SSR Part-I and connection to earth test point complete, all as specified including testing on completion. Note : Item of earthing include cost of 7.5m long GI earth wire 4mm dia, ,earth work in soft/ loose soil, returning filling and removal, GI protection pipe, GI watering pipe, funnel, wire wesh, RCC cover, etc .
M & L for Roughening surfaces of old concrete floor by picking,sweeping clean and washing down with water to remove dust etc complete all as specified and directed.
M & L for cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete 25 cm or less, , complete all as specified and as directed.
M & L for finishing surface of concrete roads, pavements, by belting but by brooming,when the concrete is green complete all as specified and as directed.
M & L for forming 20 mm thick expansion joints filled with preformed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A’, Thickness of concrete slab in 150 mm, complete all as specified and as directed.
M & L for forming Contraction (Dummy) joints 70mm deep x 10mm wide, filled with sealing compound, Grade `A`, complete all as specified and as directed.
Material and labour for preparation of old black top road surface by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surfaces with air compressor to remove all loose dirt etc and applying evenly a bituminous tack coat of GRADE VG-10 @ of 5 Kg per 10 sqm of road surface ,complete all as specified and as directed .
M&L for Preparation of bituminous Macadam by brushing with wire brushes for removing caked mud etc, sweeping with air compressor to remove all loose dirt etc and applying evenly priming /tack coat with paving bitumen (Grade VG-10) at the rate of 3 Kgs /10 Sqm on prepared surfaces, complete all as specified and as directed.
Material and labour for laying bituminous premix semi dense asphaltic concrete 30mm (consolidated thickness) using with 5.5% of binder (grade VG-30) content by weight of total mix, rolled and compacted to required camber and gradient using mechanical paver and rolled with 8-12 tonne capacity power road roller rolled to uniform smooth surface ,complete all as specified and as directed. Note- (i) Bituminous premix semi dense asphaltic concrete shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE.
Material and Labour for premixed bituminous macadam (consolidated thickness 75mm or less ) laid / rolled and compacted to required gradient and camber and gradiant using mechanical paver and rolled with 8 to12 Tonne capacity power road roller to uniform smooth surface using binder content of 4% by weight of total mix using paving bitumen of grade VG-30 complete all as specified and as directed Note- (i) Bituminous macadam shall prepared in central computerised hot mix plant. complete all as specified and as directed by the Engineer-in-Charge. (ii) Design mix shall be got done by the contractor at his own expenses from laboratory as decided by GE.
Repair to potholes any depth, not exc 1 sq m each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25mm in depth, making good by applying tack coat @ 5 kg per 10 sq m and putting in premixed bituminous macadam 30mm thick, well rammed and sealed with binder 9.8 kg per 10 sqm, binded with 0.09 cum of stone chippings 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) depth of pot holes exc 30 mm rolled and compacted to required camber and gradient with 8 to 12 tonne power roller, complete all as specified and directed.
M/S Razdan Buildersand suppliers
M/S KASHCON CONSTRUCTION CO
kailu construction co
MAMTA ENTERPRISES
KEWAL SONS
CHINAR CONSTRUCTION TRADERS
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