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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.6 LAccepted-AOC KRISHNA SOCIETY OPP TODI XRAY AND DIAG CENTRE MAKUM ROAD TINSUKIA ASSAM 786125 | TINSUKIA | ASSAM | 786125 | L1 | Accepted-AOC Lowest | |
| 2 | L2₹37.2 L+₹1.6 L (4.53%)Rejected-Finance 103 HARIAKSH PLAZA HOSPITAL ROAD BHUJ KUTCH GUIARAT 370001 | BHUJ | KUTCH | GUJARAT | 370001 | L2 | Rejected-Finance Being other than L1 |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
27 Jul 2022, 6:00 pmClosed
GE NAMS
GE NAMS PO CHHEHRTA AMRITSAR
PROVN OF SHIFTING/CONSTRUCTION OF PUMP HOUSE AT ARMD REGT AT NAMS
2022_MES_532035_1
GE NAMS-18/2022-23
Open Tender
Civil Works
Item Rate
180 days
GE NAMS KHASA
CLASS D CAGETORY a(I)
7 documents required · 7 mandatory
₹500
GE NAMS
₹76,000
Yes
1 Sept 2022
20 Jun 2022
29 Jul 2022
20 Jun 2022
27 Jul 2022
5 Jul 2022
Amount
Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator) means over areas including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in?charge
Earth work in excavation by mechanical means(Hydraulic excavator)/ infoundation trenches or drains, including dressing of sides and ramming of bottoms, lift upto 3.0 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed by Engineer-in -charge.
Earth work in excavation by mechanical means(Hydraulic excavator)/ infoundation trenches or drains, including dressing of sides and ramming of bottoms, lift upto 4.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed by Engineer-in -charge..
Earth work in excavation by mechanical means(Hydraulic excavator)/ infoundation trenches or drains, including dressing of sides and ramming of bottoms, lift upto 6 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m complete all as specified and directed by Engineer-in -charge..
M&L cement concrete in foundations, filling and mass concrete type D2 1:4:8 using 40 mm graded stone aggregate, sub-base etc complete all as specified and directed by Engineer-in -charge.
M&L Brick work with sub-class 'B' bricks straight or curved on plan exc 6 mtr mean radius built in cm 1:4 complete all as specified and directed by Engineer-in -charge.
M&L Brick work with sub-class 'B' bricks straight or curved on plan exc 6 mtr mean radius built in cm 1:6 complete all as specified and directed by Engineer-in -charge.
Returning filling in including spreading, leveling, watering and well ramming in layer not exe 25cm thick in soil complete all as specified and directed by Engineer-in -charge.
Removing excavated material (soil) to a distance not exceeding 50m and depositing where directed at a level not exc. 1.5m above the starting point complete all as specified and directed.
M&L for cast iron 150mm dia pipe with bend coller laid and jointed with CM 1:3 complete all as specified and directed by Engineer-in -charge.
M&L for reinforced concrete pipe class NP- 2, 150mm dia with coller laid and jointed with CM 1:3 complete all as specified and directed by Engineer-in -charge.
M&L for reinforced concrete pipe class NP- 2, 200mm dia with coller laid and jointed with CM 1:3 complete all as specified and directed by Engineer-in -charge.
M&L for reinforced concrete pipe class NP- 2, 300mm dia with coller laid and jointed with CM 1:3 complete all as specified and directed by Engineer-in -charge.
M&L for PCC 1:3:6 type C-2(using 20mm graded crushed stone aggregates) for bed of sewage lines of 150mm dia including packing under and haunching against the sides of pipe after they are laid and tested complete all as specified in SSR Part - I & II complete all as specified and directed by Engineer-in -charge.
All as in item No 11 above but for 200mm dia pipe complete all as specified and directed by Engineer-in -charge.
All as in item No 12 above but for 300mm dia pipe complete all as specified and directed by Engineer-in -charge.
M&L PCC 1:2:4 type B1 (using 20 mm graded stonr aggregete)as in coping,benching etc complete all as specified and directed by Engineer-in -charge.
M&L for 15 mm thick rendering on external and internal surface with cement mortar (1:3) on fair face of brick or concrete surface finished even and fair (with out using extra cement) complete all as specified and directed.
M&L for Pre-Cast reinforced cement concrete 1:2:4 type B-1 with using 20 mm graded stone aggregates as in cover slabs (for manholes etc)chullah hoods, chajas, water troughs, mangers, shelves and similar articles with plan faces set in cement mortar (1:4) including necessary use and waste form work etc complete all as specified and directed by Engineer-in -charge. Note - Reinforcement shall be measured and paid separetly
S&F mild steel TMT bars 10 mm dia and over cut to length bend to shape rtequired including cranking binding spirally for hooping for columns hooking and binding with and including mild steel wire(anneled not less than 0.9 mm dia or securing with clips quaility conforming to Fe -410 S or Fe 410-0 complete all as specified and directed by Engineer-in -charge.
M&L for hardcore of broken bricks of gauge not exc 63 mm depopsited,spread and levelled in layers n exc 15cm thick watered and rammed complete allas specified and directed.
M & L for preparation of newly plastered surface of walls and applying two coats of cement base paint over a coat of chalk whiting primer complete all as specified and as directed by Engr-in-Charge. (Make Acrocem/Snowcem and equivalent) complete all as specified and directed by Engineer-in -charge.
Cutting into existing manholes for connecting new drains making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 or 3/4 section ) in cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate finished smooth and reforming benching as required for 150/200/300mm dia pipescomplete all as specified and directed by Engineer-In- Charge
M&L for providing Plain Cement Concrete (1:3:6) type C2 using 40mm graded stone aggregate as in surface channel and drain complete all as specified and directed by Engineer-in -charge.
Extra for forming fair finished drain or channel 30 cm inner grith in cement concrete using extra cement including forms, moulds end etc complete all as specified and directed by Engineer-in -charge.
M&L for stone sett flooring with stone settsof size 200 to 250mm long 150 to 200mm wide an 150mm deep and side dressed bedded in cement motar 1:3 joint 20mm thick grouted in cement motar 1:2 with an admixture of matalic floor hardner 55 weight of cement and stuck flush including dismantling old stone complete all as specified and directed by Engineer-in -charge.
Fixing only stone sett flooring with stone settsof size 200 to 250mm long 150to 200mm wide an 150mm deep and side dressed bedded in cement motar 1:3 joint 20mm thick grouted in cement motar 1:2 with an admixture of matalic floor hardner 55 weight of cement and stuck flush including dismantling old stone complete all as specified and directed by Engineer-in -charge.
M & L for chequered tiles of size 300 x 300 x 25 mm thick (colour and glazed approved by EIC) with grey cement and pigments laid over 15 mm thick screed bed in CM 1:6 bedded and jointed in neat cement slurry, incl dismantling complete all as specified and directed by Engineer-in -charge.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, with grey cement, pigment with 25mm thick sand filling incl dismantling and rubbish off the primises complete all as specified and directed by Engineer-in -charge.
All as per item 27 here in before but except paver block shall be reused after necessary cleaning and making good all as specified.
M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 -2006 of 60mm thickness, with grey cement, pigment with 25mm thick sand filling complete all as specified and directed by Engineer-in -charge.
M&L for cement conc 1:3:6 type C1 using 20mm graded stone aggregate as in plinth protection incld at 3m apart made construction joint and filled with bitumen sand mixer as per directed by Engr-in-charge and specified.
M&L for providing Plain Cement Concrete (1:3:6) type C2 using 40mm graded stone aggregate as in in foundations, filling and mass concrete complete all as specified and directed by Engineer-in -charge.
.M&L for 15 mm thick rendering on external surface with cement mortar (1:4) on fair face of brick or concrete surface finished even and fair (with out using extra cement) complete all as specified and directed..
M&L, rendering 15mm thick in CM 1:6 on of brick work or concrete surface finish ever and smooth (w/o using extra cement) incl taking down old plaster on brick or stone walls ,scrubing down with water etc & dispose off debris where directed by EIC, complete all as specified and directed.
Material and labour for providing Reinforced Cement Concrete (1:1.5:3) type A1 using 20 mm graded aggregate as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilaster and buttresses etc all as specified and directed.
Material and labour for providing Reinforced Cement Concrete (1:1.5:3) type A1 using 20 mm graded aggregate as in beams, cantilever, lintels over 1.5 m all as specified and directed.
Material and labour for providing Reinforced Cement Concrete (1:1.5:3) type A1 using 20 mm graded aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed.
Use and waste Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter and similar work vertical or to batter for rough finished curved surface of concrete all as specified and directed.
Use and waste formwork to sides and soffits of floor or roof beams, beam hunching, girders, lintels, cantlievers, shelves including supports, etc for rough finished flat surfaces of concrete all as specified and directed.
Use and waste formwork to soffits of suspended slabs such as roof slabs, floor slabs, la ndings and similar work; not exceeding 200 mm thick (Horizontal or slopping) for rough finished flat surfaces of concrete all as specified and directed
Use and waste of form work to edges of concrfete flats, slabs etc incl fair finished surface all as specifed and directed.
&F sands, straps, supports or stays for rain water , ventilating pipes, including back, of required hooks ( stay ) heavy, large gates , hook and pintle hinges large haps and staples, chains, hand made sliding bolts, clamps, hold fasts, wind ties, hooks for hanging fan plain angle cleats for securing purlins to wood trusses or rafter,knee piece insert two way strap and three way, straps , plate washers and similar small articles conforming to Fe 290 Gde E-165 complete all as specified and as directed
M&L MS framed work such as door windows ISMB ISA, gratings with ends of bars shouldered and or rivated or forged into spikes, framed guard bars and similar work confirming to Fe 410 or Fe 310-0 complete all as specified and directed by Engineer-in -charge.
S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and directed by Engineer-in -charge.
M&L for preparation of new and previously un-treated steel and iron surfaces of any description, not otherwise described exc 10cmwidth or girth and applying two coats of synthetic enamel paint over one coat of red oxide primer all as specified complete all as specified and directed by Engineer-in -charge.
M & L for preparation of newly plastered surface of walls and applying two coats of oil bound distemper(white or tinted) over a coat of chalk whiting primer complete all as specified and as directed by Engr-in-Charge. (Make of distemper : Asian or equivalent)
M & L for applying two coat of undiluted thick coat of acrlic reinforcement liquid applied elastorneric water proofing membrane with UV resistance properties and solar refective properties over one coat of primer (1:3, Dilution:water) Note: Every each coat gap between 6 hrs) complete all as specified and directed by engineer -in-charge,Make : Asian paint, Sika, Fosroc etc..
Supply, installation and testing of Non clog vertical submersible pumps 800 LPM,40 Mtr head,10 HP with chrome steel impeller and cutter, non-clog to pass 40 mm size particles including with guide rail and lifting chain, cables, Earthing, testing complete.
Supply and fix in replacement of MS Pipe double flanged flanged type heavy grade not less than 4 mm thick with all fittings laid in floor or fixed to walls and ceilings etc of sizes 100 mm dia complete all as specified and directed by EIC.
Supply & fix in replacement Cast iron sluice valve, ISI Marked 100 mm bore flanged of class 1.6 PN having spindle made out of gun metal, operating wheel nuts, bolts, packing complete all as specified and directed.
Supply and Fix Foot valves conforming to IS:4038 of size 75 mm complete all as specified and directed.
M & L in replacement CI non return valve of bore 100 mm dia ,ISI marked all as specified and dircted
Supply & fix in replacement Ductile iron pipe spigot and socketed class K-7 ISI marked with internal cement mortar lining and external zinc and bitumen coated pipes 100 mm bore confirming to IS 8329 : 2000 with all required DI fittings complete with push on rubber gasket joint. ,complete all as specified and directed.(Note : Earth work will be measured and paid separately.
Earthing complete with galvanized GI earth plate electrode of size 600 x 600 x 6.00 mm ,buried directly in ground (earth pit not less than2.25 m below normal ground level)with top edge of earth Strip not less than 1.5 mtr below normal ground level, connected to galvanized earth strip 25 x 4mm by means of bolts ,nuts ,check nuts and galvanized iron or steel including earth work in any type of soil, charcoal salt 15 cm around the earth plate as shown in electrical plate no 3 of SSR part-I, 20 mm dia watering pipe medium grade 1.70 mtr long, GI protection pipe light grade 40 mm dia from earth pit to main board ( Note :-(I)maximum length of GI protection pipe with each earth shall not exceed 7.5 mtrs ) including necessary pit with cover.
Supply and fixing of lifting and lowering arrangement with chain block for submessible pump
Supply and fixing of pressure gauge 0-15 Kg/M2 complete all as specified and directed by Engr-in-Charge.
XLPE insulated, screened, PVC bedded, galvanised steel strip or wire armoured, electric power cables (heavyduty) with aluminium conductor, 11000 volts Earthed, grade cross sectional area 50 sq. mm 3.5 core
Supply and fix of submercible flat 16 Sqmm, 3 core copper cable, 1100 volts conforming IS 694:1990
Supply, Install, testing & commissioning factory made indoor type dust and vermin proof motor starter panel cubical double door hinged type compartmentalized of suitable size fabricated of CRCA sheet 2.0 mm thick machine pressed and angle iron frame powder coated inside and outside, including 4 pole 415 volt,AC,50 Hz, copper busbar of capacity 300 Amps mounted on porcelain insulators and enclosed in bus bar chamber and connection from incoming and outgoing electric cable with suitable size thimbs.lugs with openable shutters and fixed on angle iron frame made out from 40x40x6mm angle iron andgrounted in PCC 1:2:4,type B 1(using 20mm graded stone agregate ),including accomodating & comprising of the following including taking out old unserviceable motor starter panel all as specified and directed :- (a) MCCB 250 Amps capacity with adjustable thermal release 4 pole of 25 KA rupturing capacity - 01 No(incomming). (b) MCCB 160 Amps 25KA ,three pole 415 volt - 01 No. (outgoing) (c) MCB 32 Amps 10 KA TPN 415 volt - 02 No. (out going) (d) (i) Digital volt meter showing 0-500 volts complete with duly prewired with copper cable of suitable size - 01 No. (ii) Digital ampere meter showing 0-100 Amps with CT 's of CTR 100/5 Amps switch 100/5 amp duly prewired with copper of suitable size - 01 No. .
(iii) Fully autometic star delta starter suitable for 10 HP, 415 V, 50 Hz for submersible pump set AC electric with following safety protection
(iv) 3 Pole power contactor type MNX 25 -03 Nos
(v) Indication lamp RYB LED type with protection fuses- 01 Set
(vi) Single phase preventor SCP 4 type. -01 No
(vii) Star delta Timmer 415 volt -01 No
(viii) Motor protection relay high and low type - 01 No
(ix) 3 Phase line protector MNX 25- 01 No
Material and labour for sand cushioning with a layer of fine sand 8 cm thick before laying the cable and 15 cm after laying the cable in trenches to cover under ground cable complete all as specified and directed. Note:-Punned down thickness of sand shall be considered for measurement.
M & L for sub class 'B' bricks (old size) for cable protection laid flat and dry intrenches over the cable perpendicular to the direction of cable complete all as specified in SSR and directed by Eng in charge
M & L for Point wiring with 1.5 Sqmm (Nominal Area) 1100 Volt Insulated, FRLS unsheathed multi stranded flexible copper conductor cable in and incl new PVC concealed conduit not less than 20 mm dia 1.5 mm thick for one light / fan point controlled by one switch (including cutting chases and making good the distributed surface ) and fixing new 3 mm thick hylem sheet top cover, sheet screws and 1.6 mm thick GI sunken boxes included 1.5 sqmm stranded copper conductor with green PVC insulation earth contunity conductor connected to comman earth dolly etc. complete all as specified and directed for the following (a) One light / Exhaust fan point controlled by one 5 Amp switch one way. NOTE : The cost of sunken boxes and bakelite sheet is included in the quoted rate)
Supply and fixing switch piano type 6 Amps one way 230 volts AC complete all as specified and as directed.
Supply and fixing in replacement submain wiring two single core PVC insulated and unsheathed cable with stranded copper conductor of size 4 sqmm fixed in and incl concealed non matalic PVC conduit including copper earth wire 4 sqmm complete as specified (Note – Two run of cable shallbe treatedas single run)
Supply and ceiling rose 65/50 mm two to three terminals complete all as specified.
Supply and fix MCB 16 Amps single pole with neutral, AC 230 Volts complete all As specified and directed.
Supply and fix MCBs single pole (SP) 5 to 32 Amps with 10 KA breaking capacity of 'C' series in distribution boards complete all as specified and directed.
Supply and fixing Sheet metal enclosure for DB's when MCB's to be used single door factory made flush fixed complete with 200 Amps rated busbar 240 Volts single phase 4 ways complete all as specified
Supply and fix exhaust fan, steel body single phase 230V of size 300 mm sweep with blades, frame and louvers all as specified and directed.
Supply and fixing of LED T-8 tube light fitting with sinle side connection LED tube rod 18/20 W, 4 Feet made of CRCA sheet steel box type including bipin holder and connection with PVC insulated twin core 23/0.0076 ywisted copper cable from ceiling rode to light fitting complete all as specified and directed.
M/s Vijay Construction Co.
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