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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAccepted-AOC H NO 1237 PANA PAPOSIAN NARELA NORTH WEST DELHI NEW DELHI 110 040 | NEW DELHI | NORTH WEST DELHI | DELHI | 110040 | ₹23.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹23.8 L+₹82,239.25 (3.58%)Rejected-Finance | ₹23.8 L+₹82,239.25 (3.58%) | L2 | Rejected-Finance Being not lowest tenderer |
| 3 | L3₹26.9 L+₹3.9 L (16.9%)Rejected-Finance 20 8 EWS PREETAM NAGAR COLONY ALLAHABAD | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹26.9 L+₹3.9 L (16.9%) | L3 | Rejected-Finance Being not lowest tenderer |
| 4 | L4₹27.2 L+₹4.2 L (18.3%)Rejected-Finance D 2 212 JEEVAN PARK PANKHA ROAD UTTAM NAGAR WEST DELHI 110059 | DELHI | WEST DELHI | DELHI | 110059 | ₹27.2 L+₹4.2 L (18.3%) | L4 | Rejected-Finance Being not lowest tenderer |
| 5 | L5₹28.1 L+₹5.1 L (22.3%)Rejected-Finance 5D 32B GALI NO 8 VISHNU GARDEN TILAK NAGAR WEST DELHI 110018 | DELHI | WEST DELHI | DELHI | 110018 | ₹28.1 L+₹5.1 L (22.3%) | L5 | Rejected-Finance Being not lowest tenderer |
Tender Value
₹29.3 L
EMD Value
₹58,700
Closing Date
25 May 2024, 6:00 pmClosed
CWE(AF) Tughlakabad
CWE(AF) Tughlakabad , AF Stn, Tughlakabad, New Delhi- 110080
CONSTRUCTION OF ADDITIONAL CLASSROOM AT AIR FORCE SCHOOL BANI CAMP AT AIR FORCE STN NAJAFGARH UNDER GE (AF) TUGHLAKABAD
2024_MES_649698_2
CA NO. CWE/TKD/TOKEN-98 OF 2023-24
Open Tender
Civil Works
Item Rate
270 days
GE (AF) Tughlakabad
As per NIT
8 documents required · 8 mandatory
₹500
GE (AF) Tughlakabad
₹58,700
Yes
22 Jul 2024
2 May 2024
27 May 2024
2 May 2024
25 May 2024
11 May 2024
Amount
Sch 'A' Part-I (Earth Work and Demolition work)
Surface Excavation n exc 30cm deep ad averaging 15cm deep and getting out soft and loose soil complete all as specifed and directed.
Excavating in trenches in any type of soil(Except rock) not exc 1.5m wide and not exc 1.50 m depth, for foundations, etc, or for shafts, wells, cesspits, manholes, pier holes, etc and not exceeding 10 square meter on plan for manholes etc and getting out complete all as specified and directed.
Excavating in trenches in any type of soil(Except rock) not exc 1.5m wide and exc 1.50 m depth, not exc 3.00 m depth, for foundations, etc, or for shafts, wells, cesspits, manholes, pier holes, etc and not exceeding 10 square meter on plan for manholes etc and getting out complete all as specified and directed.
Returning, filling in trenches including spreading, leveling, watering and well ramming in layers not exceeding 25cms thick in each layer of solid complete all as specified and directed by Engineer-in-Charge.
Removing excavated soils to a distance not exceeding 50 metres and depositing where directed at a level nexc. 1.5 metre above the starting point complete all as specified and directed.
Excavation in post holes (or similar holes) each not exceeding 0.5 cum, getting out in soft/loose soil incl returning filling in ramming earth in layers not exceeding 25cm, and removing surplus excavted soil to a distance n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point and making good surface.
Sch 'A' Part-II (B/R Work)
Providing and laying in position cement concrete of in foundation, filling and mass concrete, sub-base to flooringType D2, 1:4:8 ( 40 mm graded aggregate ) complete all as specifed and directed
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete M-25 (20mm graded Aggregates) in foundation, including rafts, footings, foundation beams, plinthbeams, bases for columns, etc, basement slab, under rimmed piles and mass concrete.work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete RCC, M-25 (20mm graded Aggregates) column, pillars, piers, posts and struts work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge .
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete RCC, M-25 (20mm graded Aggregates) beams, cantilevers, bressumers, lintel over 1.5 mt span work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete RCC, M-25 (20mm graded Aggregates) slabs supported on walls, beams and column in floors, roof, landings, balconies, canopies, deck slabs and in shelves and the like work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete RCC, M-25 (20mm graded Aggregates) chajjas work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge
NOTE for item no. 10 to 14:- 1. The contractor shall first submit the Design Mix vetted from govt approved lab/Govt Institution. The Ge shall approve the design mix before using at site. The rate of design mix shall be included in the quoted rate.
M&L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter for rough finished flat surfaces of concrete complete all as specified and directed
M&L for formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished square, rectangular or polygonal surfaces of concrete complete all as specified and directed
M&L for formwork to faces of sides and soffits of floor or roof beams, cantilevers, shelves including supports, overhangs, etc for fair finished flat surfaces of concrete complete all as specified and directed
M&L for formwork to soffits of suspended slab such as roof slab, floor slab, landing and similar work, not exceeding 200 mm thickness (horizontal or sloping) with fair finished surfaces of concrete complete all as specified and directed.
M&L for formwork to chullah hoods, chajjas, troughs and similar items including edges with fair finished surfaces of concrete complete all as specified and directed.
M&L for Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide complete all as specified and directed
M& L for Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement of any dia in main reinforcement, stirrups, spacers and binders etc. for R.C.C. work including straightening, cutting, bending, placing cracking, bending soirally for hooping for columns, hooking ends and binding with and including mild steel wire not less than 0.9 mm dia or securong with clips complete all as specifed and directed. Note:- The contractor shall submit original purchase voucher, The engr-in-charge shall deface the voucher and fwd for claiming payment. The non-submission may lead to non-payment.
M&L for brick work with old size burnt clay bricks, sub class B, straight or curved on plan exc 6m mean radium built in cement mortar 1:6 complete all as specified and directed.
M&L Moorum/red bajri filing in floors or pavings, laid in layers n.exe. 15 cm thick, spread , levelled and rammed including watering complete all as specified and directed. Note:- (i) Compacted thickness shall be measured for payment. (ii) Consolidation shall be carried out in layers not exe in 15 cm each.
M& L for Hardcore of gauge exc 63 mm and n exc 100mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specifed and directed.
M &L 75 mm thick PCC (1 :4:8) type D2 using 40mm agg as in sub base complete all as specified and directed
Providing and laying in 25 mm thick position cement concrete of in foundation, filling and mass concrete, sub-base to flooringType B-1(1:2:4), using 25 mm graded stone aggregate complete all as specifed and directed
Material and labour for First quality Non-skid Ceramic coloured tiles (color and pattern decided by GE) jointless, 7-8 mm thick of size as decided by GE laid in floors with neat cement slurry @ 3Kg/Sqm over and including 15mm thick screed bed of cement mortar (1:6) and including pointing in white cement with pigment to match the shade of tilescomplete all as specified and directed. Note:- The contractor shall submit original purchase voucher, The engr-in-charge shall deface the voucher and fwd for claiming payment. The non-submission may lead to non-payment.
M&L for glazed ceramic coloured designer concept tiles matching with existing tile 350x250x7 or 450x350x7mm size as in walls set and jointed in neat cement slurry over and including 10mm thick recuing in cement mortar (1:4) and pointed in coloured cement to match for work on vertical surface such as skirting dado etc all as specified and as directed by Engr-in-Charge.
M&L for 75 mm thick, PCC (1:3:6) type C-1 using 20 mm graded stone aggregates as in path , plinth protection and paving laid in panels finished even and smooth without using extra cement complete all as specified and directed. Note:- The groove demarcating panels shall be filled with hot blown bitumen
M&L 15mm thick rendering other then fair faces of brick work or concrete surfaces in CM 1:6, finished even and smooth (without using extra cement) complete all as specified and directed by Engineer-in-Charge.
M & L 15 mm thick rendering in CM (1:4) on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. (WPC will be measured and paid separately)
M&L for Washed stone grit plaster on exterior walls in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand ) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 3 Kg of cement per square metre, top layer 15mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand : 2 marble chipping 5 to 10mm nominal size) in panels with groove all around as per approved pattern including scrubbing and washing, the top layer with brushes and water (mixed with H2SO4 @ 5% scrubbing and washing shall continue till the stone chipping are sufficiently exposed to its natural colour) to expose the stone chippings .complete all as specified (Payment for providing grooves shall be made separately).
M&L 'Forming groove of uniform size of 15 x15 mm deep in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
M&L for 5mm thick rendering in CM 1:3 on concrete/gunniting surface as in ceiling finished even and smooth w/o using extra complete all as specified and directed by Engr-in-charge
M&L for preparing newly plastered surfaces and applying applying two coats of distemper with distemper oil emulsion white or tinted over and including one coat of 1mm thick wall care putty complete all as specified and directed.
M&L for three coats of white washing on new plaster wall surface over primer including preparation of plastered surfaces complete all as specified and directed.
M&L for preparation of newly plastered surfaces & applying three coats of white wash on ceilings complete as spd & directed
M&L APP based polymeric membrane minimum weighing 3Kg/sqm and minimum 3 mm thick reinforced with polyster non wove fabric (wt not less than 150 gms /Sqm ) over and including a coat of cold applied bitumen 85/25 based primer on entire surface @1.20 Kg /Sqm over and including 10mm thick rendering in CM 1:4 using liquid water proofing compound as per manufatures instructions over and including PCC 1:2:4, type B0 by using 10/12.5 mm graded stone aggregate in padding/mass concrete and haunching in required slope to avoid any logging of water on dry and clean surfaces including demolition of existing treatment of APP/Mud Phuska/BrickTile etc. and stacking the same at the location specified by GE at distance n.exe 100 m along with cleaning of surface with water jet and preparing the surface by rubbing with wire brush all as specified & directed. Note : 1. The poding test shall be carried out before application of aluminum paint. 2. The two coat of Aluminum painting over APP shall be carried out. The cost of the same shall be included in quoted rate. 3. The contractor shall submit Purchase voucher of APP, Aluminum Paint to GE for claiming payment. The same shall be fwd to office of Accepting officer along with final bill.
S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings and fastening and fixing complete FE 290 Gde E-165 complete all as specified and directe. Note:- The contractor shall submit original purchase voucher, The engr-in-charge shall deface the voucher and fwd for claiming payment. The non-submission may lead to non-payment.
S&F 35mm thick factory made IInd Class Hard wood panelled door shutters single panel with lock rail and panel of 9mm B.W.P. marine grade plywood bonded with high quality liquid phenol formaldehyde synthetic resin adhesive conforming to IS-710 or 12mm thick particle board veneered with commercial veneering on both faces. The size of rails & style as specified in SSR Part-I (2009) section 8a and as per IS-1003(Part-I) kiln seasoned as per IS-1141 and chemically pressure treated as per IS-401 complete all as specified and directed by Engineer-in-Charge
Providing and fixing sliding aluminium work for frame/shutter/fixed portions of doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per specified and directed. (Glazing, paneling to be paid for separately) : (Mim Thickness of Section shall not be less than 1.5 mm)((minimum thickness of powder coating 50 micron) Note:- (i) The copy of PV of aluminum section shall be submitted by contractor for claiming payment in RAR. Non-submission may lead to non-payment. (ii) The quoted rate shal be inclusive of roler, handle.
Supply and fixing powder coated (thickness of powder coating not less than 60 micron) aluminium grill of design DG-104 pattern, including stranded aluminium frame of 'F' section of size 23.04x15.3x1.4mm thick all as mafa.cturer's instructions complete all as specified and directed
S&F 5.5 mm thick plain glass not exc 0.5 sqm in each pane fixed to aluminium door/ windows and iron frame complete all as specified & directed .
S & F stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood/alumium beading and fixed with tinned tacks to stainless steel screws etc complete all as specified & directed
Providing and fixing ISI marked aluminium butt hinges of size 150x75x4 mm powder coated (minimum thickness of powder coating 50 micron) transparent or dyed to required colour or shade with necessary screws etc. complete all as specified and directed
Providing and fixing 150 mm long aluminium handles, ISI marked, powder coated (minimum thickness of powder coating 50 micron) transparent or dyed to required colour or shade, with necessary screws etc. complete all as specified and directed.
Providing and fixing 150 mm long aluminium tower bolts, ISI marked, powder coated (minimum thickness of powder coating 50 micron) transparent or dyed to required colour or shade, with necessary screws etc. complete all as specified and directed.
S&F 200 mm ISI marked Aluminium alloy, powder coated, sliding door bolt with hasp, staple (Bolt type ) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed complete all as specified and directed by Engr-in-Charge
S&F floor door stopper of aluminium alloy body and tongue, anodised with hard drawn steel spring, fixed in floor, overall length of cover plate 150 mm, complete all as specified and directed.
M&L for 16 to 18 mm thick Granite (of any tpe) work (tablee rubbed and polished) in steps, jambs, pillars, window cills,cooking platforms and like in cement mortar (1:4) including pointing in white cment (1:2) using marble dust with admixture of pigment to match with shade of granite.
M &L 100 mm thick PCC (1 :4:8) type D2 using 40mm agg as in sub base complete all as specified and directed.
M&L Chequered cement concrete tiles 30cm x 30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors with grey cement and pigment complete all as specified and directed. Note:- (i) The copy of PV of tiles shall be submitted by contractor for claiming payment in RAR. Non-submission may lead to non-payment. (ii) The contractor shall submit manufacturer test certificate at the time of sample approval. IF the Paver block is not of make listed in PS, the GE shall carry out sample approval of any ISI marked Paver block subject to independednt Testing of block. (the cost of independednt testing shall be borne by the contractor).
M&L Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed
S&F Machine pressed PCC pre-painted interlocking paver block confirming to IS 15658-2006 of size 60mm thickness M-35 Grade with grey cement and pigment laid dry,including dismantalling tiles of any thickness laid dry complete all as specified. Note:- (i) The copy of PV of paver block shall be submitted by contractor for claiming payment in RAR. Non-submission may lead to non-payment. (ii) The contractor shall submit manufacturer test certificate at the time of sample approval. IF the Paver block is not of make listed in PS, the GE shall carry out sample approval of any ISI marked Paver block subject to independednt Testing of block. (the cost of independednt testing shall be borne by the contractor).
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 / cladding to wall, fixed with self tapping screws as specified. Note:- The contractor shall submit original purchase voucher, The engr-in-charge shall deface the voucher and fwd for claiming payment. The non-submission may lead to non-payment.
S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confirming to IS 1161-1979 Complete all as specified & directed. Note:- The contractor shall submit original purchase voucher, The engr-in-charge shall deface the voucher and fwd for claiming payment. The non-submission may lead to non-payment.
S&F framed work as in gusset plate for framed truss, rafters, rails braces etc complete, drilling for fixing of steel sheeting or other covering, door etc to be prepared for hanging or sliding with and including either hook and hinges or steel hanging door fitting etc with welded, riveted or bolted of Fe-410 Gde 250A complete all as specified and as directed. Note:- The contractor shall submit original purchase voucher, The engr-in-charge shall deface the voucher and fwd for claiming payment. The non-submission may lead to non-payment.
M&L Plain Cement Concrete Type C2 1:3:6 using 40 mm graded stone aggrgate as in foundation filling and mass concrete complete all as specified and as directed.
M&L preparation new or previously untreated steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over and including one coat of red oxide zinc chrome primer complete all as specified and directed
M&L for preparation of new or previously untreated wooden or wood based surfaces of any description not otherwise described over 10 cm width or girth and applying two coat of synthetic enamel paint over and including one coat of pink primer complete all as specified and directed.
Sch 'A' Part-III (E/M Work)
M&L complete for wiring with cable of size 1.5 sqmm single core copper multistrand conductor including continuous earth wire, using cable FRLS insulated(unsheathed) 1100 volts grade conforming to Is-694 drawn in to and including concealed pvc rigid conduit medium duty with all fittings and fixing accessories ISI certified IS 9537 part -3 and terminated in to pressed steel metal flush boxes suitable for modular accessories and including modular cover plates with frame for mounting switches, socket regulator, brackets etc and including necessary cement work complete all as directed by the Engr in charge including cutting chases pinning in making good to facing and pointing in cement moter 1;3 to the ends or cutting chases for concealed conduit point wiring and making good disturbed surface complete. Cutting not exc 4cm girth and 4cm width for followings:-
one light point controlled by one, one way switch
one fan point controlled by one, one way switch and regulator.
one 3 pin socket out let 5 amps independent
one 5 pin 5 amps socket point in same board with other switches.
one 3 pin socket out let 15 amps independent but with cable of size 4.0 sqmm in point wiring and 2.5 sqmm in continuous earth wire .
M & L Complete For modular switch one way 6 amps 1 module complete all as specified and directed.
M & L Complete For modular switch one way 16 amps 1 module complete all as specified and directed.
M & L Complete for modular socket 2 in 1, 5 pin 6 amps 2 module complete all as specified and directed.
M & L Complete for modular socket 2 in 1, 6 pin 6A/16 amp 2 module complete all as specified and directed.
M & L complete for ceiling rose surface Bakelite 3 terminal complete all as specified and directed.
M & L complete for pvc/ polycarbonate type Lamp holder, insulated body, with back plate for batten fittings complete all as specified and directed.
S & F energy saving LED lamp 12watt, 230 volts 50HZ complete all as specified and directed.
S & F ceiling fans complete with blades, down rods, electronic regulator and accessories, 230 V, 200 mm sweep. Min air delivery 210 CFM with service value 6.00 BEE. Five star rated with Brushless Direct Current Motor (BLDC) including necessary accessories complete all as specified and directed. Note:- The contractor shall submit original purchase voucher, The engr-in-charge shall deface the voucher and fwd for claiming payment. The non-submission may lead to non-payment.
M & L complete for sub main wiring with single core copper multi strand conductor FRLS flexible insulated (unsheathed) cable of size 2x06sq mm and 1x6 sq mm as in continuous earth wire drawn in to & including pvc conduit medium 25mm dia ISI marked complete with fittings and fixings accessories laid concealed complete. and including necessary cement work complete all as directed by the Engr in charge including cutting chases pinning in making good to facing and pointing in cement moter 1;3 to the ends or cutting chases for concealed conduit sub main wiring and making good disturbed surface complete. Cutting not exc 4cm girth and 4cm width complete all as specified and directed.
M & L complete for sub main wiring with single core copper multi strand conductor FRLS flexible insulated (unsheathed) cable of size 2x04sq mm and 1x4 sq mm as in continuous earth wire drawn in to & including pvc conduit medium 25mm dia ISI marked complete with fittings and fixings accessories laid concealed complete. and including necessary cement work complete all as directed by the Engr in charge including cutting chases pinning in making good to facing and pointing in cement moter 1;3 to the ends or cutting chases for concealed conduit sub main wiring and making good disturbed surface complete. Cutting not exc 4cm girth and 4cm width complete all as specified and directed.
M & L complete for 1x 20 watts ( 4 feet) wall mounted LED batten,extruded aluminium heat sink provided for efficient heat dissipation &integrated electronic driver including lamp complete all as specified and directed by Engr-in-Charge.
M & L complete for 1x 9/10 watts ( 2 feet) wall mounted LED batten,extruded aluminium heat sink provided for efficient heat dissipation &integrated electronic driver including lamp all as specified and directed by Engr-in-Charge.
M & L complete for MCB dist board, sheet steel, phosphatised, powder printed with bus bar, neutral link, earth bar & din rail SPN dist board 08 ways double door complete all as specified and directed.
M & L complete for MCB single pole & neutral 240 volts, C curve-10 kA 40-60 Amp complete all as specified and directed.
M & L complete for MCB single pole 240 volts,C curve-10 kA 10 Amp complete all as specified and directed.
M & L complete for MCB single pole 240 volts ,C curve-10 kA 16 Amp complete all as specified and directed.
M & L complete for MCB single pole 240 volts ,C curve-10 kA 40Amp complete all as specified and directed.
Supplying and fixing smart single phase two wire dual source prepaid energy meters BIS 15884 marked in existing meter board / florr panels with pre payment capacity touch keypad based digital having current range 10-60 Amp 240 Volt accuracy class 1.0 alongwith parallel home display split unit with inbuilt load control switch containing provision for TOD and RTC, inbuilt feature to sense the DG mode through PLSI, dual source registration wrt grid as well as DG supply and dynamic load allocation facility from grid and DG, capable to define for tariff slabs, happy hours and holiday definition complete all as specified and directed by Engr-in-Charge. Note:- The contractor shall submit original purchase voucher, The engr-in-charge shall deface the voucher and fwd for claiming payment. The non-submission may lead to non-payment. Make- Any ISI marked
Material and labour for First quality Non-skid Ceramic coloured tiles (color and pattern decided by GE) jointless, 7-8 mm thick of size as decided by GE laid in floors with neat cement slurry @ 3Kg/Sqm over and including 15mm thick screed bed of cement m
S & F in replacement of street light panel / feeder pillar box made out off MS/CRCA sheet 3.15 mm thick with MS angle iron frame of size 40 X 40 X 6mm outdoor type front door opening with locking arrangement slanting roof and size of panel /feeder pillar box is 0.6m X 0.45m X 0.35 m without legs including necessary PCC cutting and fixing with PCC 1:3:6 of size 0.3m X0.3m X 0.2m for 04 Nos legs including necessary insulators and 04 Nos of copper bus bar of size 30mmx5mm capacity, provn of inlet and outlet cables with glands and earth connection lead etc complete and connection of all incoming and outgoing cable using aluminium terminal sockets/lugs duly crimpled and necessary two coats of paints with approved colour and grade of first quality synthetic enameled paint over a coat of red oxide primer including necessary preparation of surfaces all as specified and testing complete of the following :- (i) S&F MCCB 4 pole 415 volts 125 Amps 25 KA -01 No (ii) S&F modular indicator lamp LED type -01 set (R,B,Y) (iii) S&F timer switch type Alpharex 3D -21 astro (iv) S&F 63 Amps TP power contractor (v) S&F 32 Amps SPN MCB -01 No (vi) S&F 6-32 Amps SP MCB -02 Nos. (vii) S&F single phase preventer, M
Supply and lay or fixing or passing in replacement through pipe cable XLPE (FRLS) with aluminium conductor with heavy duty stranded 1100 volts size of 50 Sqmm 4 Core. Note:- XLPE insulated PVC sheathing (heavy duty) armoured cable with aluminium conductor for working pressure up to and including 1100 volts to IS-7098 (Part-I) for PVC insulated cables with following features (a) Cable shall have fire retarded low smoke (FRLS) compound added to it in the out sheathing as per IEC 754(part-I) IEC-60332 part-2 IFEE 383 ASTM 2x43 and ASTM 2X63 flame retardant compound (PR) as per EIC specification. (b) Inner sheathing shall be of extruded PVC. (c) Heat resisting PVC shall also be added to extrude inner and outer sheathing (d) Cable shall also be supplied with sequences hall marking at every meter as the outer sheathing. (e) Ultra violet radiation resistances compounded comprising ton ASTMG-53. (f) Anti rodent and ant termite compound added (g) PVC compounds of various grades as IS-5831 (h) compaction conductors shall be shaped and arrangement for the same with be on the cable. Note:- (i) Each cable shall be tested for all applicable routine tests as per IS-5831,IS-7098 BS-6746,BS-5467 and IEC 60502 and test reports shall be provided to GE. (ii) Type test as per relevant specification shall produce to GE.
NOTE:- The contractor shall submit the purchase vouchers for Item Nos 79 to 89. The non-Submission of purchase voucher may lead to non-payment and nothing shall be entertained at later stage. All the purchase voucher shall be fwd to office of Accepting Ofiicer duly defaced by Engr-in-Charge.
M&L for sand cushioning in trenches for protection of LT underground cable including watering and consolidation complete all as specified and directed by Engr-in-charge.
Supply and laying well burnt sub class ‘B’ bricks, locally available of size 23x11.5x7.5 CM (+8% tolerance) in trenches for protection of underground cable complete all as specified and directed by Engr-in-Charge.
M&L complete for drilling hole under hard standing /road for laying of pipe for protection of cable etc by means of manual buckle and without disturbing the top surface and making good the disturbed surface if any complete all as specified and directed by Engr-in-Charge.
Supply and laying in replacement of GI tube light grade 80 mm bore complete all as specified and directed by Engr-in-charge.
NOTE:- The contractor shall submit the purchase voucher whereever specified in BoQ and Particular Specification of Mentioned Items. The non-Submission of purchase voucher may lead to non-payment and nothing shall be entertained at later stage. All the purchase voucher shall be fwd to office of Accepting Ofiicer duly defaced by Engr-in-Charge.
M/s R P Enterprises
MOHIT ENTERPRISES
SACHDEVA ENGINEERING WORKS
ANANYA CONSTRUCTION CO.
PUNEET CONSTRUCTIONS CO.
MAA BHAWANI CONSTRUCTION
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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details.html
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