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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-Finance | ₹4.7 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹4.7 Cr+₹39,931.18 (0.08%)Accepted-Finance | ₹4.7 Cr+₹39,931.18 (0.08%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | M/s MB Enterprises L1 | M/s RGM Enterprises L2 |
|---|---|---|---|---|---|
| 1.00Sub Head:- Side Development | |||||
| 2.00Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) | |||||
| 3.00 | Girth from 300 mm to 600 mm | 15 | Each | 468 ₹7,020 Lowest | 468 ₹7,020 Lowest |
| 4.00 | Girth from 600 mm to 900 mm | 10 | Each | 826 ₹8,260 Lowest | 826 ₹8,260 Lowest |
| 5.00 | Excavationin Hill Area in Soil by Mechanical Means (Excavationinsoil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres | 7,087.5 | cum | 255 ₹18,07,312.5 Lowest | 255 ₹18,07,312.5 Lowest |
| 6.00 | Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin hilly areain ordinaryrock notrequiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metre | 7,087.5 | cum | 373 ₹26,43,637.5 Lowest | 373 ₹26,43,637.5 Lowest |
| 7.00Sub Head:- Building Portion | |||||
| 8.00 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m. | 1,139.86 | cum | 413.5 ₹4,71,333.76 Lowest | 413.5 ₹4,71,333.76 Lowest |
| 9.00 | Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete. | 183.46 | cum | 187.4 ₹34,380.4 Lowest | 187.4 ₹34,380.4 Lowest |
| 10.00 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. | 121.4 | cum | 3,329.35 ₹4,04,183.09 Lowest | 3,329.35 ₹4,04,183.09 Lowest |
Tender Value
₹4.7 Cr
EMD Value
₹4.7 L
Closing Date
25 Aug 2025, 11:00 amClosed
Executive Engineer
PWD DUMPORIJO DIVISION
Multipurpose Hall
2025_PWDAP_2676_3
DMJ/DB-12/e-NIT/717-25
Open Tender
Civil Works - Building
Item Rate
Segi HQ
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,000
EE PWD DUMPORIJO
₹4.7 L
25 Aug 2025
14 Aug 2025
25 Aug 2025
14 Aug 2025
25 Aug 2025
18 Aug 2025
Amount
Sub Head:- Side Development
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
Girth from 300 mm to 600 mm
Girth from 600 mm to 900 mm
Excavationin Hill Area in Soil by Mechanical Means (Excavationinsoil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin hilly areain ordinaryrock notrequiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metre
Sub Head:- Building Portion
Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers when required, into plinth, sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 50m.
Re-filling excavated earth in foundations and plinth etc. in 15 cm layer including ramming and watering etc. complete.
Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete.
Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1: 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smoothand even surface but excluding cost of centering, shuttering and reinforcement.
a) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm togive a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size).
Centring and shuttering including strutting, propping etc and removal of form work for
a) Foundation, footings, bases of columns etc. and mass concrete.
Column, pillars, posts and struts etc.
Lintels, beams, girders, bressumers and cantilevers etc.
Suspended floors, roofs, landings shelves and their supports, balconies and Chajjas
Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars.
Brick work with best available local bricks in foundations and plinth in cement mortar 1:4 (1 cement : 4 fine sand).
Extra for brick work with best available local bricks in superstructure above plinth level up to floor two level.
Half brick masonry (with best available local bricks) in cement mortar 1:3 (1cement : 3 coarse sand) in foundation and plinth.
Extra for half brick masonry in superstructure above plinth level and up to floor two level.
Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position.
Providing best available local wood (Class - B II) work in frames of false ceiling, partitions and trusses etc, sawn and put up in position.
Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including aluminium butt hinges with necessary screws. a) 38mm thick best available local wood class - B I
Supplying and fixing factory made panelled shutters made out of best available hard wood for doors including panelling with panels 12 mm thick commercial veneered teak wood particle boards (Phenyle Bonded) 3 layers flat pressed including applying one coat of approved wood primer. a) 40 mm thick including anodized aluminum butt hinges with necessary screws.
Providing and fixing 40 x 3 mm flat iron hold fasts 40 cm long including fixingto frame with 10 mm dia bolts, nuts and wooden plugs and embedding incement concrete block 30 x 10 x 15 cm in 1 : 3 : 6 (1 cement : 3 sand : 6 hardstone chips 40 mm nominal size).
Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts andnuts or by screws. b) Ornamental grill.
Providing and fixing 2.50 cm thick approved local wood eaves boards 23 cm wide with necessary mouldings etc.
Providing and fixing in position collapsible steel shutters with vertical channels 20 mm x 10 mm x 2 mm and braced with flat iron diagonals 20 mm x 5 mm size with top and bottom rails of T iron 40 mm x 40 mm x 6 mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles including applying a priming coat of red lead paint.
Providing and fixing MS fan clamp type I of 16 mm dia MS bar bent to shape with hooked ends in RCC slabs during lying including painting the exposed portion of loop all as per standard design complete.
Steel work in built up tubular trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately).
Cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement. c) 75 mm thick
Cement plaster skirting (up to 30 cm height) with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, including rounding of junctions with floor. a) 18 mm thick
White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry.
Providing corrugated GI Sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm diameter with bitumen and GI limpet washers or with GI Limpet washers filled with white lead complete, excluding cost of purlins,rafters, and trusses and including cutting to size and shape wherever required.
Providing and fixing 12 mm thick insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately).
Providing and fixing plain, square edged wooden beading 38 mm x 12 mm section with screws of approved quality for ceiling. a) Best local approved quality wood.
Providing and fixing on wall face C.I. rain water pipe including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement : 2 fine sand). b) 100 mm diameter pipe
Providing and fixing M.S. Holder bat clamps of approved design of C.I. or S.C.I. pipes embedded in and including cement concrete block 10 cm x 10 cm x 10 cm of 1 : 2 : 4 mix (1 cement : 2 coarse sand: 4 stone aggregate 20mm nominal size) including cost of cutting holes and making good the wall etc. b) 100 mm diameter
Providing and fixing on wall face C.I. accessories for rain water pipes including filling the joints with spun yarn soaked in neat cement slurry and cement mortar 1 : 2 ( 1 cement: 2 fine sand). (A) CI Plain bend b) 100 mm diameter
12 mm cement plaster 1 : 4 (1 cement : 4 fine sand).
Distempering (two or more coats) with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade.
Providing and Applying Plaster of paris Putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete
Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete.
Painting two coats with oil type wood preservative of approved brand and manufacture on new work.
Applying priming coat with ready mixed primer of approved brand and manufacture on steel work.
Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade.
Painting two or more coats (excluding priming coat) with superior ready mixed paint for steel work of approved brand and manufacture in all shades on new work to give an even shade.
Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate using 20 mm nominal size) over 75 mm bed of stone ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finsihing the top smooth.
Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 finesand) including shuttering complete.
Providing laying and jointing glazed stone ware pipe grade 'A' with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete. a) 100 mm dia SW pipes
Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 lime sand : 10 graded stone aggregate 40 mm nominal size) all around SW Pipe including bed concrete 15 cm thick as per standard design. a) 100 mm dia SW pipes
Constructing brick masonry manhole with 2nd class bricks in cement mortar 1: 5 (1 cement :5 fine sand) RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone single 20 mm nominal size), foundation concrete 1 : 4 :8 mix (1 cement : 4 coarse sand : 8 stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar 1 : 3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) neatly finished complete as per standard design.
a) Inside size 90 x 80 cm and 45 cm deep including CI cover with frame (light duty) 455 x 610 mm internal dimensions total weight of cover and frame to be not less than 38 Kg (weight of cover and frame to be not less than 38 kg, (weight of cover 23 Kg and weight of frame 15 Kg)
Making soak pit 2.50 m dia 3 m deep with 45 x 45 cm dry brick honeycomb shaft and SW drain pipe 100 mmdia 1.80 m long complete as per standard design
Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work).
a) 15 mm nominal bore
Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work).
b) 20 mm nominal bore
c) 32 mm nominal bore
Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore
Providing and fixing brass stop cock of approved quality
a) 15 mm nominal bore
b) 20 mm nominal bore
c) 25 mm nominal bore
Providing and fixing white vitreous china type water closet pedestal (European type WC pan) with seat and lid CP brass hinges and rubber buffers, 12.5 Litres high level CI flushing cistern with fittings RS or CI brackets, galvanized steel telescopic flush pipe with fittings and clamps, 20 GI overflow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting making good the walls and floors where required.
a) WC pan with white plastic seat and lid.
Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required.
a) Flat back wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps of heavy quality.
Providing and fixing 600x450 mm bevelled edge mirror or superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleadt with CP brass screws and washers.
Providing and fixing CP brass towel rail complete with CP brass brackets fixed to wooden cleadt with CP brass screws (heavy quality).
a) 750 x 20 mm size
Providing and fixing sand cast iron/ cast iron (spun) soil, waste and vent pipes.
a) 50 mm dia
Providing and fixing sand cast iron heel rest sanitary bend. a) 100 mm dia
Providing and fixing sand cast iron single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete a) 100 x 100 x 100 mm.
Sub Head:-Elecrtical Work
Angle Holder
Ceiling Rose
Square Box
35 mm WI Screw
50 mm Wi Screw
20 watt LED Tube
25 mm Casing
38 mm Casing
16 way MCB
63 AMP MCB
MCB Switch
100 AMP Cut out
1.5 mm Copper Wire
2.5 mm Copper wire
4 mm Copper Wire
6 mm Copper Wire
12 Mod PVC Box
12 Mod Cover Plate
6 Mod PVC Box
Exhuast Fan
10 Ampire Switch
6 amp Socket
2 Mod regulator
Hexo Blade
Generator with all fittings
Extention Chor
Sub Head:- Boundary Wall
Earthwork in Foundation and Trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size
Providing and Laying in cement concrete 1:3:6 (1 cement: 3 Coarse sand :6 Graded stone aggregate 20 mm nominal size)
Reinforcement cement concrete work in columns,piller, piers,abutment,post and struts etc M20(1cement:1.5coarse sand:3 stone aggregate 20mm nominal size)
Reinforced cement concrete work in lintels, beams
Brickwork with best available local bricks in foundations and plinth in cement mortar 1:4
Reinforcement.
Centering and shuttering including strutting,
Column
12 mm cement plaster 1:3 (1cement:3 cement)
Colour washing such as green , blue or buff on new work ( two or more coats) including base course of white washing with lime to give an even shades
MS gate with all feetings
Sub Head:- Retaining Wall
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
Ordinary soil
Manual Means
3 m to 6 m depth
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonry
Dry rubble Flooring
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
Sub Head:- Parking Lot
Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
Granular Sub-Base with Coarse Graded Materials (Table-2) (Construction of granular sub-base by providing coarse graded materials spreading in iniform layers with motor graded on prepared surface, mixing by in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401), For Grading- I Materials
Dry Lean Cement Concrete Sub- base (Constructionof dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blendingto be as per table 600-1,cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishingand curing.)
Cement Concrete Pavement (Construction of un-reinforced,dowel joint,plain cement concrete pavement over a prepared sub base with 43 grade cement @400kg per cum,coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not execeeding 25mm,mixed in a batching and mixing plant as per approved mixed design,transported to site ,laid with a fixed form or sliped form paver, spread ,compacted and finished in a continuose operation including provision of contraction ,expansion,construction and longitudinal joints,joint filler,separation membrane,sealant primer,joint sealant,debonding strip,dowel bar,tie rod,admixture as approved,curing compound,finishing to lines and grade as per drawing)
Centering and shuttering including strutting proping etc and removal of form work
Supply of Plant
Ashok
Gulmohar
Sub Head:- Providing Furniture
Providing & supplying of exclusive furnishing items of as per the standard specification and as per the direction of Engineer -in-charge.
Big size Door mates of good quality.
Sofa sets of std. pattern and good quality
providing and supplying of Tea Table
providing and supplying of Podium Stand with all Fittings
Decorative type Flowers & Pot
Display/ informative board
Curtain cloth of good quality & std. pattern.
Plastic Chair
Plastic Table
Writing Table with chairs
Big Size Speaker with Mics
Plastic Angle Broom
Dust Plate
Dust Bin
Microfibre Floor Cleaning Mob
fan Cleaning Mob
Badminton Net with stand
Table Cloth
Sintex pure water tank 1000 L
Toilet Cleaner
M/s RGM Enterprises (BID ID -7859)
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