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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Finance | ₹4.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.0 Cr+₹22.3 L (4.70%)Admitted-Finance | ₹5.0 Cr+₹22.3 L (4.70%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MAHALAXMI BUILDWELL(INDIA) PVT. LTD. L2 | ELSTELLAR INTERNATIONAL PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in ordinary Rock by manual means
Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 1,904.55 | Cum | 403 ₹7,67,533.65 | 385 ₹7,33,251.75 Lowest |
| 2.00 | 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 up to 50 and for all lift. | 178.2 | Cum | 198 ₹35,283.6 | 189 ₹33,679.8 Lowest |
| 3.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with
a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m
as per Technical Specification Clause 301.5 | 3,543.48 | Cum | 643 ₹22,78,457.64 | 614 ₹21,75,696.72 Lowest |
| 4.00 | Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 294.06 | Cum | 60 ₹17,643.6 | 58 ₹17,055.48 Lowest |
| 5.00 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 1,119.37 | Cum | 643 ₹7,19,754.91 | 614 ₹6,87,293.18 Lowest |
| 6.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302: Stone/Boulder | 184.16 | Cum | 2,029 ₹3,73,660.64 | 1,938 ₹3,56,902.08 Lowest |
| 7.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4) | 118.42 | Cum | 10,367 ₹12,27,660.14 | 9,901 ₹11,72,476.42 Lowest |
| 8.00 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202 | 4.22 | Tonne | 81,155 ₹3,42,474.1 | 77,511 ₹3,27,096.42 Lowest |
| 9.00 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 3.02 | Tonne | 81,444 ₹2,45,960.88 | 77,787 ₹2,34,916.74 Lowest |
| 10.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 | 75.45 | Cum | 10,636 ₹8,02,486.2 | 10,158 ₹7,66,421.1 Lowest |
Tender Value
₹4.8 Cr
EMD Value
₹9.5 L
Closing Date
11 Sept 2025, 3:00 pmClosed
GM CIVIL BRIDCUL
BRIDCUL Opp Govt ITI Niranjanpur Majra Dehradun
Construction of Arrival Plaza, Zone 2 at Mahasu Devta Hanol (Civil Works)
2025_BRID2_86359_2
1788/BRIDCUL/1021/25 Dated 12.08.2025
Open Tender
Civil Works - Buildings
Item Rate
365 days
Hanol Uttarakhand
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
MD - BRIDCUL
₹9.5 L
BRIDCUL Dehradun
20 Sept 2025
19 Aug 2025
11 Sept 2025
19 Aug 2025
11 Sept 2025
30 Aug 2025
29 Aug 2025
Amount
Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
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 up to 50 and for all lift.
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302: Stone/Boulder
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)
Supplying, fitting and placing TMT bar reinforcement in foundation complete as perdrawings and technical specifications Clauses 1000 and 1202
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) R.C.C. grade M 25
Add for using extra cement in the items of design mix over and above the specified cement content therein.
Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1 :4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, Cherry/Ruby red Area of slab over 0.50 sqm
Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work
Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
Providing and fixing cramps of required size & shape in RCC/ CC I Brick masonry backing with cement mortar 1 :2 ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the cramp in the hole (fastener to be paid separately). Stainless steel cramps
Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 6 mm
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading III Material
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203
Retro-Reflective Traffic Signs with Type IV retro- reflective Sheet Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel a mild steel circular pipe 65 NB, 3.2 mm thickness, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
600 mm equilateral triangle
600 mm circular
600 mm x 600 mm square
PVC Traffic Cones (900 mm height): Supply of PVC Traffic Cones of 900 mm height and 4.0 kg weight with square base and 3 strips of 10 mm wide reflective sheets around the cone.
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineerin-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
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 for all lift, as directed by Engineer-in-charge. All kinds of soil
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. (Note :- Cement content considered in this item is @ 330 Kgs/CuM. Excess/ less cement used as per design mix is payable/recoverable separately).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1 :4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Form Work : Centring and Shuttering for Foundations, footings, bases of columns, etc. for mass concrete
Centring and Shuttering for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform
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.
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :
HORTICULTURE WORKS
Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately))
Grassing with ' Doobs' Grass (Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed) In rows 7.5 cm apart in either direction
Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod (Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm)
External Drainage Work
Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore
Providing, installation, testing and commissioning of 110 mm dia. Acoustic Multilayer Polyproplene pipe conforming to BS EN 1451-Part 1-6 with 3 layer pipe made of PP + PP-MD + PP and one layer fittings in PP MD, Push fit/ Ring fit type, Halogen and Cadmium free, having high impact resistance as per DIN EN ISO 291:2008-08, Fire resistancy DIN 4102 B2, Ring stiffness SN6 6KN/m2 as per ISO 9969, offering sound levels of 21 dBA as per EN 14366 at a flow rate of 4 l/s, water tightness as per EN 1451-1 minimum of 0.5 bar for 15 minutes, density of pipe = 1.15to1.25 gms/cm3, elongation = 0.09mm/mn/K and E modulus 2300-3000 as per ISO 178, along with factory fitted EPDM lip ring, Fire Behavior Classification according to EN 13501-1:2009 & classified D-s2-d2 (EN 13501-1), meets the requirements of EN 4102-2 with Fire Classification B2, Smoke Development Category Q1 & Drip Formation category TR1. The scope shall be Including all fittings such as bends, junctions, inspection doors, offsets, cowl, access pieces/plugs etc. including cutting holes in walls, slab and beam, chasing the wall by grinder cutter, including all the engineered support (support, hanger, nuts/bolts, anchor fasteners, fixing clamp/ channels with U-bolts, etc) as per detail technical specification etc. complete the job and making good the same etc. complete the job as directed by Engineer in charge. The scope shall be also include Providing and laying 100mm thickness cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size) around the pipe etc. complete the job as directed by Engineer in charge. (Soil, Waste & Vent Pipe))
Supply, installation, testing and commissioning of Polypropylene (PP) 110mm x 110mm size P trap with necessary of self cleaning design with water seal with and without vent arm jointing with push fit rubber ring socket fittings complete, as required height riser for basin/ sink/ Urinal drain connection with necessary distance piece of pipe, inlet hopper with two or three inlets fittings to receive waste pipes from fixtures waste and hopper shall be Manufactured from 110 mm dia. up to 600 mm long, etc., cutting chases/ hole in floors/ slabs and bringing the same in proper condition and shape after placing the trap in right position in case of suspended/ open plumbing or setting the trap in 1:2:4 CC in case of concealed plumbing, etc. complete the job as directed by Engineer in charge.
Providing and fixing PTMT grating of Rectangular type with openable circular lid of 150mm nominal size square 100 mm diameter of the inner hinged round grating of approved quality and colour.
Providing and fixing of 630 mm Outer dia HDPE PE 100, PN-6 SEWER pipes confirming to IS:14333-2000, fusion welded Joint, including all fittings,special, testing of joints, including trenching, refilling & testing of joints etc. complete as per direction of Engineer-in-Charge.
External Water Supply Work
Providing and fixing of 25 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.
Providing and fixing of 40 mm Outer dia 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.
Providing and fixing of 25mm diameter gun metal gate valve with C.I. wheel of approved quality
Supplying, fixing, testing and commissioning of 50mm diameter butterfly valve (manual) with C I body SS Disc, Nitrile Rubber Seal & Oring PN 16 pressure rating as specified.
NON-SCHEDULE ITEMS
70 mm thick fine dressed stone flooring for external works over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone. Local Hammer dressed stone of size (450x350x70)mm
Stone work (machine cut edges) for wall lining etc. upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Himalayan stone - exposed face fine dressed with rough backing 50 mm thick ( 450mm x 200mm) (Wall Cladding Stone)
Providing & Laying 100 mm thick cobble stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Rajasthan Black Granite Cobble Stone Machine Cut, Four sides machine cut and two sides Rough Surface. (100x100x100) mm (+-5% of size)
Providing and fixing in position FRP Recessed Cover with frame 600mm x 600mm, Capacity 25 Ton of required Shape & approved quality. pre-cast R.C.C. manhole cover and frame of required shape and approved quality
ELECTRICAL MANHOLES
EM-AA-750x750x1000mm ELECTRICAL & ELV MANHOLE
EM-E4-900x900x1200mm ELECTRICAL & ELV MANHOLE
Providing and fixing in position FRP Recessed Cover with frame 600mm x 600mm, Capacity 25 Ton of required Shape & approved quality. pre-cast R.C.C. manhole cover and frame of required shape and approved quality
Providing & Fixing in position Precast Reinforced Concrete Drain Cover of Size- 1000 MM (Length) x 700 MM (Width) x 65 MM (Thickness)- Perforated Surface in concrete grade of M 30 with reinforcement inside @ 8 MM Dia MS TMT Bars @ 100 MM c/c both ways in single layer and 1.2 MM Thick MS strips at corners epoxy Painted.
SITC of Stainless Steel Twin Waste Bins (50X2= 100 Liter) complete all as per direction of Engineer-in-Charge with approved design and pattern.
O&M for 5 year @ 7.5% on Plumbing Works
MAHALAXMI BUILDWELL(INDIA) PVT. LTD. (BID ID -396665)
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