Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr Quoted ₹241.85 | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹243.25Rejected-Finance POLO FIELD P O TEZPUR DIST SONITPUR PIN 784001 | SONITPUR | ASSAM | 784001 | ₹243.25 | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical insuffient documents. |
| Sl No | Description | Qty | Unit | YSM Construction & Co. L2 | ROSS CONTRACTING PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 137.75 | cum | 2,500 ₹3.4 L | 2,161 ₹3.0 L |
| 2.00 | 4.2 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement 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
and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 4.20.1 All works upto plinth level : 4.20.1.1 Concrete of M10 grade with minimum cement
content of 220 kg /cum | 42.36 | cum | 8,500 ₹3.6 L | 8,033 ₹3.4 L |
| 3.00 | 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 34.02 | sqm | 452.25 ₹15,385.55 | 452.25 ₹15,385.55 |
| 4.00 | 4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | 34.02 | sqm | 113.85 ₹3,873.18 | 113.85 ₹3,873.18 |
| 5.00 | 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 50.65 | sqm | 681.65 ₹34,525.57 | 681.65 ₹34,525.57 |
| 6.00 | 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 5.33.1.2 Concrete of M30 grade with minimum cement
content of 350 kg /cum | 109.3 | cum | 8,599.35 ₹9.4 L | 8,599.35 ₹9.4 L |
| 7.00 | 5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 5.33.2.2 Concrete of M30 grade with minimum cement
content of 350 kg /cum | 410.2 | cum | 10,221.7 ₹41.9 L | 10,221.7 ₹41.9 L |
| 8.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 398 | sqm | 608.35 ₹2.4 L | 608.35 ₹2.4 L |
| 9.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access
platform | 269.75 | sqm | 766.55 ₹2.1 L | 766.55 ₹2.1 L |
| 10.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 236.6 | sqm | 804.25 ₹1.9 L | 804.25 ₹1.9 L |
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
30 Mar 2026, 4:00 pmClosed
THE ACE PHE,LAZ, BAMUNIMAIDAM
O/o THE ACE PHE,LAZ, BAMUNIMAIDAM
Construction of G plus 3 Storied RCC Residential Building at Store and Workshop Division (PHE) Complex , Betkuchi,
2026_PHED_51762_1
ACE/PHE/LAZ/TC-485/2025-26
Open Tender
Civil Works - Building
365 days
BETKUCHI, GHY-35
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,900
₹4.8 L
Yes
O/o THE ACE PHE,LAZ, BAMUNIMAIDAM
4 Jun 2026
9 Mar 2026
31 Mar 2026
9 Mar 2026
30 Mar 2026
9 Mar 2026
16 Mar 2026
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
4.2 Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 4.20.1 All works upto plinth level : 4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum
4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 5.33.1.2 Concrete of M30 grade with minimum cement content of 350 kg /cum
5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. 5.33.2.2 Concrete of M30 grade with minimum cement content of 350 kg /cum
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9.3 Suspended floors, roofs, landings, balconies and access platform
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.22.A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
6.3 Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : 6.3.2 With Modular bricks
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
13.7 12 mm cement plaster finished with a floating coat of neat cement of mix : 13.7.2 1:4 (1 cement: 4 fine sand)
11.37 Floor Tiles 11.49 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). 11.49.2 Size of Tile 600x600 mm
8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
13.8 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
9.6.1 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848
9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). Second class teak wood cum
21.3.1 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required size and dia
20.2.1 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . 450 mm dia piles
15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
4.20.1.2 Providing and laying in position ready mixed or site batched designmix cement concrete for plain cement 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 settingof 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement . All works upto plinth level : Concrete of M15 grade with minimum cement content of 240 kg /cum
5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement 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; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns
17.3 Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid
17.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers
17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap
17.1 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1.1 510x1040 mm bowl depth 250 mm
17.32 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.2 Rectangular shape 453x357 mm
MR Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified. For soil water pipe Exposed (ii) 110mm dia.
MR For waste water pipe Exposed (ii) 110mm dia.
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. (ii) 110mm dia.
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. (ii) 50 mm dia.
MR Supplying fitting and fixing 45 degree PVC bends of supreme/prince or other ISI approved including joining, fitting........in exposed surface or in treanch For soil water pipe Exposed (ii) 110mm dia.
MR Supplying fitting and fixing 45 degree PVC bends of supreme/prince or other ISI approved including joining, fitting........in exposed surface or in treanch For waste water pipe Exposed (ii) 50 mm dia.
MR b)b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. For soil water pipe Exposed (ii) 110mm dia.
MR MR b)b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. For soil water pipe For waste water pipe Exposed (ii) 50 mm dia.
MR Supplying fitting and fixing PVC plain single tee of supreme/prince or other ISI approved including joining, fitting........in exposed surface or in treanch For soil water pipe Exposed (ii) 110mm dia.
MR For waste water pipe Exposed (ii) 110 mm dia.
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. MR For soil water pipe Exposed (ii) 110 mm dia.
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. For waste water pipe Exposed (ii) 50 mm dia.
MR Supplying fitting and fixing PVC plain single"Y" of supreme/prince or other ISI approved including joining, fitting........in exposed surface or in treanch For soil water pipe Exposed (ii) 110mm dia.
MR Supplying fitting and fixing PVC plain single"Y" of supreme/prince or other ISI approved including joining, fitting........in exposed surface or in treanch For waste water pipe Exposed (ii) 110 mm dia.
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. For soil water pipe Exposed (ii) 110 mm dia.
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. For waste water pipe Exposed (ii) 50 mm dia.
MR Supplying fiting and fixing PVC cross ‘T’ plain of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. For soil water pipe Exposed 110x110 mm
MR Supplying fiting and fixing PVC cross ‘T’ plain of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. For waste water pipe Exposed 110x110 mm
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.a) In exposed surfaces or in trenches. For soil water pipe Exposed 110x110 mm
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.a) In exposed surfaces or in trenches. For waste water pipe Exposed 50x50 mm
Supplying fiting and fixing PVC coupler of (Supreme / Prince)or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.a) In exposed surfaces or in trenches. For soil water pipe Exposed (ii) 110 mm dia.
Supplying fiting and fixing PVC coupler of (Supreme / Prince)or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.a) In exposed surfaces or in trenches. For soil waste water pipe Exposed (ii) 110 mm dia.
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. For soil water pipe Exposed (ii) 110 mm dia.
MR b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages. For waste water pipe Exposed (ii) 50 mm dia.
MR Supplying fiting and fixing PVC reducer of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. 110 x 50 mm dia.
MR Supplying fiting and fixing PVC socket plug of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. in exposed surface or trences as necessary complete at all levels including below G.L. as directed and specified.(a) 110 mm
MR Supplying fiting and fixing PVC socket plug of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. in exposed surface or trences as necessary complete at all levels including below G.L. as directed and specified.(a) 50 mm
17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. 17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less than 60 gms
18.65 18.65 Providing and fixing PTMT soap Dish /Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms
17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directio n of Engineer in Charge. 18.7.1 15mm nominal outer dia Pipes
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 18.7.2 20 mm nominal outer dia Pipes
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 18.7.3 25 mm nominal outer dia Pipes
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. 18.7.4 32 mm nominal outer dia Pipes
18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc. 18.8.1 15 mm nominal outer dia Pipes metre
18.8 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc. 18.8.2 20mm nominal outer dia Pipes metre
MR Providing and fixing bib cock of approved quality :ORP-10041PM, 2-way with wall flange
MR Providing and fixing long neck Pillar cock of approved quality :CON-CHR-021K
18.53 Providing and fixing Angular stop cock of approved quality :( ORP-1053PM)
18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.1 25 mm nominal bore
18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.17.2 32 mm nominal bore
18.18 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.18.2 20 mm nominal bore Each
18.18 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 18.18.3 25 mm nominal bore Each
18.19 Providing and fixing Angular stop cock of approved quality :( ORP-1053PM) 18.19.2.1 Horizontal
18.19 Providing and fixing Angular stop cock of approved quality :( ORP-1053PM) 18.19.2.2 Vertical
18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.20.2 20 mm nominal bore
18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 18.20.3 25 mm nominal bore
18.21 Providing and fixing uplasticised PVC connection pipe with brass unions : 18.21.2.2 20 mm nominal bore
17.16.A Hand shower( Health faucet) with 8mm dia , 1.2m long flexible tube and wall hook NRV ( back flow preventer )
18.48A Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. 1000 Litre capacity PCVC Tank 5 nos
19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : 19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 19.1.2 150 mm diameter
19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 19.2.2 150 mm diameter S.W. pipe
19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
MR SITC of Floor Trap with top jali
APDCL Service Connection
1.10 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.10.3 Group C
1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.8 4 X 4 sq. mm + 2 X 4 sq. mm earth wire
1.14 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 1.14.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire
1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.1 5/6 A switch
1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.2 2 way 5/6 A switch
1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.3 15/16 A switch
1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.4 3 pin 5/6 A Socket outlet
1.24 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.5 6 pin 15/16 A socket outlet
1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
1.26 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.2 3 Module (100mmX75mm)
1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.4 3 Module (100mmX75mm)
1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.5 8 Module (125mmX125mm)
1.28 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.28.2 3Module (100mmX75mm)
1.28 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.28.4 6 Module (200mmX75mm)
1.27 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1.27.5 8 Module (125mmX125mm)
1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
1.41 Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
1.45 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
1.50 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. 1.50.1 Upto 450 mm sweep
1.51 Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
1.54 Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. 1.54.3 Group C
1.56 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).
1.57 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, "C" curve including connections, painting etc. as required.
1.58 Supplying and fixing PVC batten/ angle holder including connections etc. as required.
2.3 Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.3.4 16 way , Double door
2.4 Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 2.4.2 6 way (4 + 18), Double door
2.10 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.10.1 Single pole
2.12 Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.12.1 40 A
2.13 Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 2.13.2 63 A
2.21 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
22.1 Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required.
5.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required.
5.7 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
6.2 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
6.4 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
6.8 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
6.12 Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
9.1 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.1.7 3 X 10 sq. mm (22mm)
9.1 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.1.20 3.5 X 25 sq. mm (28 mm)
9.1 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.1.21 3.5 x 35 sq. mm (32 mm)
9.1 Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 9.1.24 3.5 x 95 sq. mm (45mm)
14.4 Excavation for cable trenches in soft soil, depth upto 1.2 m including dressing of sides lift upto 1.5 m, including getting out the excavated soil, refilling with sand and or good soil after laying of cable/ pipe etc in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed, within a lead of 50 metres.
14.13 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 14.13.3 100 mm dia
14.14 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 14.14.4 300 mm dia
7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required 7.1.1 upto 35 sq. mm
MR Supply of Itegrated Batten LED Tube light. 36 Watt
MR Supply of Recessed / Surface mounted round LED Light. 9W
MR Supply of Recessed / Surface mounted round LED Light. 12W
MR Supply of Exhaust Fan. 300mm dia exhaust fan (industrial type)
MR Supply, installation, testing and commissioning of M.V.Distribution Panels / Boards suitable for 415V, 3 phase, 4 wire, 50Hz distribution system. The panel shall be free standing, floor mounting, sheet metal enclosed, flush front with aluminium busbars, separate earth bus shall be provided throughout the length of the panel. The incoming and the outgoing feeder breakers, switch fuse units, change over switches, indicating lamps, meters etc. shall be accommodated in a modular multi tier arrangement. A minimum of 400mm clearance shall be given from the floor level to the bottom most termination point. The painting shall be done in conformity with IS code. Adequate size cable alley shall be provided all round the panel and at the back for easy bending and terminations. The outgoing feeders inside the panel shall be connected through solid busbars. Flexible cable links are not acceptable. Busbars shall be provided with PVC heat shrinkable sleeves or heat resistant insulated paint. The panels shall be suitable for cable entry from top / bottom. The copper earth strip of 25mm x 3mm shall run throught out perimeter of the bottom of the panel. The panel shall be fabricated only after the approval of fabrication drawings by the consultant. One (1) - 32A, TPN, 10kA MCB
MR Supply of Bulkhead Light ( 18 w)
MR Supply of XLPE AL Armoured Cable. 3.5C x 95 sqmm
5.5 Storm water drains - EFGH
4.1 0verhead tank without independent staging
5.6 Rain water harvesting (RWH)
5.7Trenches for services
5.2.4 Footpath with PCC base, 60 mm thick paver blocks and kerb stone edging
5.8 Boundary wall with 1500 mm high wall and 600mm high MS grill including 2100 mm high steel gates at every 100 metres 5.8.1 With brickwork structure and RCC band at ground level and coping
Consultaancy Charges
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.20 MB
W.pdf
Tender Documents • 0.96 MB
BOQ_82088.xls
BOQ • 0.45 MB
Download all tender documents and submit your bid