Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹1.6 L (1.05%)Admitted-Finance | ₹1.6 Cr+₹1.6 L (1.05%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹4.7 L (3.03%)Admitted-Finance | ₹1.6 Cr+₹4.7 L (3.03%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | B.D. Marbaniang L2 | TAIBIN WARJRI L1 | Peter O Lyndem L3 |
|---|---|---|---|---|---|---|
| .01CIVIL WORKS | ||||||
| 1.00EARTH WORK | ||||||
| 1.01 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In All Kind Of Soil. | 225 | Cu.m | 269 ₹60,525 | 215 ₹48,375 Lowest | 330.5 ₹74,362.5 |
| 1.02 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. In Ordinary Rock | 220 | Cu.m | 452 ₹99,440 | 350 ₹77,000 Lowest | 540 ₹1,18,800 |
| 1.03 | Extra over item 1.02 for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or Hard Rock | 220 | Cu.m | 100 ₹22,000 | 190 ₹41,800 | 37.09 ₹8,159.8 Lowest |
| 1.04 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. In All Kind of Soil. | 150 | Cu.m | 220 ₹33,000 | 206 ₹30,900 Lowest | 458.2 ₹68,730 |
| 1.05 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 345 | Cu.m | 150 ₹51,750 Lowest | 260 ₹89,700 | 290 ₹1,00,050 |
| 1.06 | Disposal of surplus earth / unservicible material from the work site including loading and unloading complete as directed. First 5Km | 250 | Cu.m | 163 ₹40,750 Lowest | 234.05 ₹58,512.5 | 199 ₹49,750 |
| 1.06 | Extra over item 1.061 for carriage including loading and unloading and all charges complete beyond the initial lead of 5 Km (i.e. from 5 to 10 Km). | 250 | Cu.m | 85 ₹21,250 | 234.05 ₹58,512.5 | 25 ₹6,250 Lowest |
| 2.00Stone Soling | ||||||
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
11 Jan 2023, 3:00 pmClosed
Director, AMD
AMD Office Complex, Begumpet, Hyderabad
Construction of Lift and Staircase Block for the existing Office Building (4 Storied Building) at AMD Complex, NER, Nongmensong, Shillong-793019, Meghalaya
2022_AMD_729321_1
AMD/CESG/NER/ ET-67/2022-23
Open Tender
Civil Works
Item Rate
270 days
AMD Office Complex, NER Shillong
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹3.2 L
20 Mar 2023
19 Dec 2022
12 Jan 2023
19 Dec 2022
11 Jan 2023
5 Jan 2023
19 Dec 2022 - 1 Jan 2023
Amount
CIVIL WORKS
EARTH WORK
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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In All Kind Of Soil.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. In Ordinary Rock
Extra over item 1.02 for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or Hard Rock
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge. In All Kind of Soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Disposal of surplus earth / unservicible material from the work site including loading and unloading complete as directed. First 5Km
Extra over item 1.061 for carriage including loading and unloading and all charges complete beyond the initial lead of 5 Km (i.e. from 5 to 10 Km).
Stone Soling
Providing Stone soling of thickness 100mm soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.
PLAIN CEMENT CONCRETE WORKS
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size)
REINFORCED CEMENT CONCRETE WORKS
Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Suspended floors, roofs, landings, balconies and access platform
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Stairs, (excluding landings) except spiral-staircases
Weather shade, Chajjas, corbels etc., including edges
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.
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.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : In 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Providing and laying in position machine batched and machine mixed design mix M-30 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. (Note:- Cement content considered in M-30 is @ 340 kg/cum). All works upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-30 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. (Note:- Cement content considered in M-30 is @ 340 kg/cum). All works above plinth level upto floor V level
AAC BLOCK WALL
Providing and laying autoclaved aerated cement blocks masonry with 175mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
STEEL FABRICATION WORK
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6mm for diagonal braces and central cross piece
WINDOW ITEMS
ALUMINIUM WINDOW WORK
Providing and fixing aluminium work for 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 architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron)
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 5 mm thickness (weight not less than 12.50 kg/ sqm)
Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineerin-charge. Pre-laminated particle board with decorative lamination on both sides
Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides
Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Powder coated minimum thickness 50 micron aluminium
Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-incharge. Powder coated minimum thickness 50 micron aluminium
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5mm depth and 5 mm width
DOOR ITEMS
Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately).
Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete : 2nd class teak wood. 50mm x 20 mm
Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured): Rectangular or square
Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm
Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 200x10 mm
Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper
FINISHING
12 mm cement plaster of mix (for inside). 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix. 1:4 (1 cement: 4 fine sand) for exterior walls from ground level upto level of second floor roof of G+3 building
15 mm cement plaster on the rough side of single or half brick wall of mix. 1:4 (1 cement: 4 fine sand) for plastering exterior walls of height from level of second floor roof upto level of machine room roof
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. (For Inside)
Applying one coat of water thinnable cement primer of approved brand and manufacture on internal wall surface. Water thinnable cement primer
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work
Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (company depot tinted) with silicon additives. New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Varnishing with varnish of approved brand and manufacture : Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish
EXPANSION / CONSTRUCTION JOINT WORK
Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb (225 mm wide, 8-11 mm thick)
Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions.
The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge. (Material shall confirm to ASTM 6063). Floor Joint of 100 mm gap
Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). Wall Joint of 100 mm gap
Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self-centering arrangement that freely rotates / moves in all directions.
The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. (Material shall confirm to ASTM 6063.) Roof Joint of 100 mm gap
Chequerred precast cement concrete tiles 22 mm thick in above floor joint on roof joint or footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement
GRADING OF ROOF & WATER PROOFING OF LIFT PIT
Grading roof for water proofing treatment with Cement mortar 1:4 (1cement : 4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) (for outside of lift pit)
Extra above item 11.020 for providing and mixing water proofing material in cement plaster work for outside of lift pit in proportion recommended by the manufacturers.
Providing and laying smooth finished flooring / damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
Extra over item no. 11.030 for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 5 years against any leakage.
For vertical surface two coats @ 0.70 kg per sqm
For horizontal surface one coat @1.10 kg per sqm
MISCELLANEOUS ITEMS
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
RAIN WATER PIPE ITEMS
Providing and fixing on wall face unplasticised Rigid 110 mm diameter PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
Coupler, 110mm diameter
Bend 87.5°, 110mm diameter
Single tee with door, 110x110x110 mm
Single tee without door, 110x110x110 mm
Providing and fixing unplasticised - 110 mm PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
DEMOLISHING / DISMANTLING
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead. Of area 3 sq. metres and below
Demolishing brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
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.
ELECTRICAL WORKS
Supplying & laying of one number 4core, 16 Sq.mm PVC insulated and PVC sheathed / XLPE Al power cable of 1.1 KV grade direct in ground including excavation in all types of soil after road cutting, sand cushioning, protective covering on three sides, refilling the trench with available excavated earth (excluding rock) in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, site cleaning and bringing the site to its original condition as per the instructions and directions of E-I-C.
Supplying and fixing/ drawing of 4core, 16 Sq.mm PVC insulated and PVC sheathed / XLPE Al power cable of 1.1 KV grade on wall surface/ in existing hume pipe by clamping with 1mm thick saddles as required as per the instructions and directions of E-I-C.
Supplying and fixing of one number 3core, 10 Sq.mm PVC insulated and PVC sheathed / XLPE armoured Al power cable of 1.1 KV grade on wall surface by clamping with 1mm thick saddles as required as per the instructions and directions of E-I-C.
Supplying and drawing 3 core X 1.5Sq.mm, 1100V PVC insulated and sheathed copper flexible cable confirming to IS 694 in the existing surface/recessed steel/ street light pole as required as per the instructions and directions of E-I-C.
Supplying and making end termination with brass compression gland and aluminium lugs for 4 X 16 sq. mm size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required including cost of materials, labour, tools & plants, taxes etc as per the specifications, instructions and directions of E-I-C.
4 X 16 sq. mm
3X10Sq.mm
Supplying and fixing of following way Double door, horizontal type MCB distribution board on 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)
4 way (4 + 12), Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V.
12 way, Double door, single pole and neutral, sheet steel, MCB distribution board, 240 V.
Supplying and fixing of cable end box suitable for following MCB DB on recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required.
Cable end box for 4 way (4 + 12), Double door, horizontal type, TPN MCB DB, 415 V.
Cable end box for 10/ 12 way, Double door, horizontal type, SPN MCB DB, 240V.
Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, Single pole miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Supplying and fixing 40A rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
Supplying and fixing 63A, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
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.
2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire.
2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
2 X 6 sq. mm + 1 X 6 sq. mm earth wire.
Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required
3 x 4 sq. mm
6X 4 Sq.mm
9X4 Sq.mm
Wiring for primary light point/ fan point/ exhaust fan point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable in recess medium class PVC conduit, with modular switch, modular plate, suitable size GI box, ceiling rose, angle/ batten holder and earthing the point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable etc complete as required. This also includes cost of materials, labour, tool & plants, transport, taxes etc as per the instructions and directions of E-I-C.
Group A
Group B
Group C
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in recess medium class PVC conduit, 2 way 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. This also includes cost of materials, scaffolding, labour, tool & plants, transport, taxes etc as per the instructions and directions of E-I-C.
Wiring for group controlled (looped) light point; Group B point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable in surface medium class PVC conduit and earthing the point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable etc as required including cost of materials, labour, tool & plants, transport, taxes etc as per the instructions and directions of E-I-C.
Supplying and fixing following 3 Module (100mmX75mm), GI box alongwith modular base & cover plate for modular switches in recess at all heights including cutting the wall, plastering etc. as required. This includes cost of materials, transport, labour, tools & plants, ladder, taxes etc complete.
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. This includes cost of materials, transport, labour, tools & plants, ladder, taxes etc complete.
15/16 A switch
6 pin 15/16 A socket outlet
Supplying and fixing weather proof street light box of suitable size preferebly 250mmX200mmX100mm (hotpressed moulded from SMC) of Sintex/ hensel make or superior approved make having front opening cover with screwed locking and 3mm thick phenolic sheet base including providing and fixing suitable way brass connector strip 16A per way of superior quality and 1No 6A, 10KA 'C' series SP MCB (legrand make) mounted on DIN channel, fixing of box on surface of wall with suitable MS clamps including connections, earthing, painting etc. as required as per the instructions and directions of E-I-C.
Supplying and fixing of 32mm dia G.I. pipe (medium class) bracket up to 2 metres long for mounting of LED street light fitting on wall including bending the pipe to the required shape, 2 nos 40 mm X 3 mm flat iron clamps with nuts, bolts and washer, painting the flat iron with primer and finish paint etc. complete as per the instruction and direction of E-I-C.
Supplying & fixing of 18W (approx) LED downlight, square shape including suitable driver, Make: M/s Philips India/ M/s Osram Lighting Private Limited/ M/s Wipro Private Limited/ M/s Havells/ M/s Syska to a ceiling at a height of 3.6m above as per the instruction and directions of E-I-C. This includes cost of materials, transport, labour, tools & plants, ladder, taxes etc complete.
Supply & installation of 20W (approx) LED tube light fitting, 4 feet, cool day light (M/s Philips India/ M/s Osram Lighting Private Limited/ M/s Wipro Private Limited/ M/s Havells/ M/s Syska ) complete with all accessories to wall/ a ceiling at a height of 3.6m above including connections, earthing etc. as per the instruction and direction of E-I-C.
Supply & installation of 40W (approx)LED tube light fitting, 4 feet, cool day light (M/s Philips India/ M/s Osram Lighting Private Limited/ M/s Wipro Private Limited/ M/s Havells/ M/s Syska ) complete with all accessories to wall/ a ceiling at a height of 3.6m above including connections, earthing etc. as per the instruction and direction of E-I-C.
Supply & installation of 10W LED Bulk Head Luminarie, cool day light (M/s Philips India/ M/s Osram Lighting Private Limited/ M/s Wipro Private Limited/ M/s Havells/ M/s Syska ) complete at all heights up to 15 m height including necessary scaffolding, connections, earthing etc. as per the instruction and direction of E-I-C.
Supply, installation and testing of 70W LED street light fitting with suitable LED driver, IP 65 (minimum protection), 6500K colour temparature, 4KV inbuilt surge protection (Make: M/s Philips India/ M/s Lighting Technology Private Limited/ M/s Osram Lighting Private Limited/ M/s Wipro Private Limited or departmental approved) complete with all accessories on the existing street light backet on wall including connections, earthing etc. as per the instruction and direction of E-I-C. The light fitting shall be got approved by the Department prior to installation.
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.
Supply & Installation of 300 mm sweep,230V, 4 blades, double ball bearing metal exhaust fan of departmental approved make along with protective bird guard, testing, commissioning etc. complete as required. This includes cost of materials, labour, tools & plants, taxes etc.
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. at all heights as required.
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.
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.
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 horizontal run)
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)
Dismantling of bituminous road or concrete road manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
Providing & laying plain cement concrete 1:3:6 (1cement: 3sand: 6 aggregate) at all levels using 20mm size stone aggregate at all floors and locations (upto a height of 25m) including cost of mixing, consolidating, curing and finishing the top surface etc., complete with cost of materials, labour, tools & plants all as per specifications and directions of Engineer-in-Charge.
Note-1: General Notes 1.For their own interest, contractors are advised to inspect the site with prior permission before quoting their rates. 3. All the samples of materials which are to be used shall be approved by the department in advance. 4. The contractor shall comply with the provision of the Payment of Wages act 5. Rates quoted shall be inclusive of all cost of materials, labour, carriage, taxes, GST, labourcess, water charges, elctricity charges, signorage charges, wastages etc.. 6. Rates quoted shall be excluding the amount of EPFO and ESIC contributions. EPFO and ESIC contributions are reimbursable on production of valid proof of payment made by the contractor as per CPWD norms.
B.D. Marbaniang
Peter O Lyndem
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.39 MB
Tendernotice_2.pdf
PDF • 0.38 MB
Undertakings.pdf
Tender Documents • 0.16 MB
Drawing.pdf
Tender Documents • 0.16 MB
BOQ_767011.xls
BOQ • 0.35 MB
spec_PH_work.pdf
Tender Documents • 1.41 MB
GCC.pdf
Tender Documents • 2.05 MB
Criticaldates.pdf
Tender Documents • 0.08 MB
Preamble.pdf
Tender Documents • 0.28 MB
spec_civil_work.pdf
Tender Documents • 2.22 MB
Techforms.xls
Tender Documents • 0.06 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .